Memoria de cálculo. Galpón.

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A EMISIÓN PARA COMENTARIOS P.100.1504.043.51 CON DGG REV, DESCRIPCION JOB Tx EJEC. CONT. N° TISA: PLANTA: PLANTA CANNING AREA: SERVICIOS GENERALES DE PLANTA LINEA: ALMACENES Y DEPOSITOS PROCESO: DEPOSITO PRODUCTOS QUIMICOS EQUIPO: TECHO PARA ALMACENAMIENTO DE PROD. QUI TITULO: ESTRUCTURA METALICA PARTE: MEMORIA DE CALCULO ESCALAS: N° SIDERAR: LA FIRMA SE RESERVA LA PROPIEDAD DE ESTE ELABORADO CON PROHIBICION DE REPRODUCIRLO O TRANSFERIRLO EN TODO O EN PARTE A OTRA FIRMA O PERSONA SIN SU PREVIA AUTORIZACION ESCRITA

Transcript of Memoria de cálculo. Galpón.

A EMISIÓN PARA COMENTARIOS P.100.1504.043.51 CON DGG

REV, DESCRIPCION JOB Tx EJEC. CONT.

N° TISA:

PLANTA: PLANTA CANNING

AREA: SERVICIOS GENERALES DE PLANTA

LINEA: ALMACENES Y DEPOSITOS

PROCESO: DEPOSITO PRODUCTOS QUIMICOS

EQUIPO: TECHO PARA ALMACENAMIENTO DE PROD. QUIMICOS

TITULO: ESTRUCTURA METALICA

PARTE: MEMORIA DE CALCULO

ESCALAS: N° SIDERAR:

LA FIRMA SE RESERVA LA PROPIEDAD DE ESTEELABORADO CON PROHIBICION DE REPRODUCIRLOO TRANSFERIRLO EN TODO O EN PARTE A OTRA FIRMAO PERSONA SIN SU PREVIA AUTORIZACION ESCRITA

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SER 11/19/2015

APROB. FECHA

PLANTA CANNING

SERVICIOS GENERALES DE PLANTA

ALMACENES Y DEPOSITOS

DEPOSITO PRODUCTOS QUIMICOS

TECHO PARA ALMACENAMIENTO DE PROD. QUIMICOS

ESTRUCTURA METALICA

MEMORIA DE CALCULO

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INDICE

ITEM DESCRIPCION

1.0 OBJETIVO2.0 DESCRIPCION Y GEOMETRIA3.0 CALIDAD DE LOS MATERIALES4.0 ESTADOS SIMPLES DE CARGAS5.0 COMBINACIONES DE ESTADOS SIMPLES DE CARGA (LOADING COMBINATIONS):6.0 ESQUEMA Y DISPOSICION ESTRUCTURAL7.0 VERIFICACIONES 8.0 VERIFICACION CORREAS TRAMO CENTRAL9.0 VERIFICACION CORREAS TRAMO CENTRAL10.0 PERNOS Y PLACA DE ANCLAJE11.0 NARIZ DE CORTE12.0 ANEXO I - ENTRADA DE DATOS STAAD PRO

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1.0 - OBJETIVO

1.01 - CODIGOS Y NORMAS

- Con relación a las "Acciones sobre las Estructuras":

CIRSOC 101:"Cargas y Sobrecargas Gravitatorias para el Cálculo de Estructuras de Edificios"

Edición: Julio de 2009

CIRSOC 102: "Acción del Viento sobre las Construcciones"Edición: Julio de 2009

ASCE / SEI 7-05: "Minimum Design Loads for Buildings and Other Structures"Edition: 2005

Especialmente, esta norma se utilizará para la determinación de las combinaciones de estados simples de carga.

- Con relación al Diseño de "Estructuras de Acero":

CIRSOC 303: "Estructuras Livianas de Acero"Edición: Edición 2005

La presente memoria de cálculo tiene como objetivo el cálculo de una estructura del techo de almacenamiento de productos químicos , ubicado en la planta de Canning.

La normativa, reglamentos y códigos nacionales e internacionales aplicables en el diseño y cálculo de la estructura, y correspondientes a la presente memoria de cálculo son las siguientes:

Se han utilizado los siguientes Reglamentos y Normas:

En forma complementaria y supletoria con los citados reglamentos, cuando éstos no contemplen algún aspecto o situación que sea necesaria e importante para el diseño, se seguirán los lineamientos establecidos en la siguiente normativa:

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CIRSOC 301: "Proyecto, Cálculo y Ejecución de Estructuras de Acero para Edificios"Edición: Julio de 1982Actualización: 2005

CIRSOC 302:

Edición: Julio de 2005

CIRSOC 301-2:"Métodos Simplificados Admitidos para el Cálculo de las Estructuras Metálicas"

Edición: Julio de 2005

CIRSOC 302-1:

Edición: Julio de 2005

- Con relación a la Calidad de los Materiales a Utilizar:

IRAM-IAS U 500-42: "Chapas de acero al carbono para uso general y estructural"

IRAM-IAS U 500-503: "Aceros para construcción de uso general"

1.02 - DOCUMENTOS DE REFERENCIAS

SC.SVG.ALDE.DQUI-SBA10005_0A PLANTA: PLANTA CANNINGAREA: SERVICIOS GENERALES DE PLANTALINEA: ALMACENES Y DEPOSITOSPROCESO: DEPOSITO PRODUCTOS QUIMICOSEQUIPO: TECHO PARA ALMACENAMIENTO DE PRODUCTOS QUIMICOSTITULO: ESTRUCTURA METALICAPARTE: PLANTAS Y CORTES

SC.SVG.ALDE.DQUI-SBA10008_0A PLANTA: PLANTA CANNINGAREA: SERVICIOS GENERALES DE PLANTALINEA: ALMACENES Y DEPOSITOSPROCESO: DEPOSITO PRODUCTOS QUIMICOSEQUIPO: TECHO PARA ALMACENAMIENTO DE PRODUCTOS QUIMICOSTITULO: ESTRUCTURA METALICAPARTE: CORTES Y DETALLES

En forma complementaria y supletoria con los citados reglamentos, cuando éstos no contemplen algún aspecto o situación que sea necesaria e importante para el diseño, se seguirán los lineamientos establecidos en la siguiente normativa:

"Fundamentos de Cálculo para los Problemas de Estabilidad del Equilibrio en las Estructuras de Acero"

También se han utilizado las siguientes Recomendaciones:

"Métodos de Cálculo para los Problemas de Estabilidad del Equilibrio en las Estructuras de Acero"

Se enumeran a continuación los documentos base de las restantes especialidades (documentos de facilidades estructurales y civiles) que sirven para el diseño y cálculo de la estructura metálica, objeto de la presente memoria de cálculo:

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2.0 - DESCRIPCION Y GEOMETRIA

Se adjuntan los esquemas estructurales en los cuales hemos basado los cálculos:

Figura 1 - Planta

Figura 2 - Vista Pórtico

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Figura 2 - Vista Pórtico

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3.0 - CALIDAD DE LOS MATERIALES

Las calidades adoptada de los materiales son las siguientes:

- PERFILES LAMINADOS EN CALIENTE - CHAPAS - PLACAS - PERFILES CONFORMADOS EN FRIO:

235 MPa = 23500 Tensión de Fluencia Mínima360 MPa = 36000 Tensión Mínima de Rotura a la Tracción

- BULONES ESTRUCTURALES PARA ELEMENTOS PRINCIPALES:

ASTM - A325-X (de Alta Resistencia)

- BULONES ESTRUCTURALES PARA ELEMENTOS SECUNDARIOS:

ASTM - A307

- PERNOS DE ANCLAJE:

Se utilizarán pernos de anclaje de acero de alta resistencia, de las siguientes calidades de material

F1154 GR36 F1554 Gr 55Fu (Mpa) 400 516Fy (Mpa) 248 380

- SOLDADURA:

E-70XX de acuerdo al AWS Code

FY = kg/cm2

FU = kg/cm2

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"Cargas y Sobrecargas Gravitatorias para el Cálculo de Estructuras de Edificios"

Especialmente, esta norma se utilizará para la determinación de las combinaciones de estados simples de carga.

La presente memoria de cálculo tiene como objetivo el cálculo de una estructura del techo de almacenamiento de productos

La normativa, reglamentos y códigos nacionales e internacionales aplicables en el diseño y cálculo de la estructura,

En forma complementaria y supletoria con los citados reglamentos, cuando éstos no contemplen algún aspecto o situación que sea necesaria e importante para el diseño, se seguirán los lineamientos establecidos en la siguiente

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"Proyecto, Cálculo y Ejecución de Estructuras de Acero para Edificios"

"Métodos Simplificados Admitidos para el Cálculo de las Estructuras Metálicas"

EQUIPO: TECHO PARA ALMACENAMIENTO DE PRODUCTOS QUIMICOS

EQUIPO: TECHO PARA ALMACENAMIENTO DE PRODUCTOS QUIMICOS

En forma complementaria y supletoria con los citados reglamentos, cuando éstos no contemplen algún aspecto o situación que sea necesaria e importante para el diseño, se seguirán los lineamientos establecidos en la siguiente

"Fundamentos de Cálculo para los Problemas de Estabilidad del Equilibrio en las

"Métodos de Cálculo para los Problemas de Estabilidad del Equilibrio en las

Se enumeran a continuación los documentos base de las restantes especialidades (documentos de facilidades estructurales y civiles) que sirven para el diseño y cálculo de la estructura metálica, objeto de la presente memoria

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Las calidades adoptada de los materiales son las siguientes:

Tensión de Fluencia MínimaTensión Mínima de Rotura a la Tracción

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4.0 - ESTADOS SIMPLES DE CARGAS

4.01 - Cálculo de la Acción de las Cargas Permanentes o Cargas Muertas o Dead Loads.4.02 - Cálculo de la Acción de las Sobrecargas o Cargas Vivas o Live Loads.4.03 - Cálculo de la Acción del Viento sobre la Construcción.

4.01 - CARGAS PERMANENTES

Peso Propio Chapa y fijaciones:

4.02 - SOBRECARGAS

A= 546 m² → R1 = 0.6

F = 0,12 x Pendiente [%] = 1.3 → R2 = 1

0.58

Los artículos siguientes detallan el análisis y cálculo de los distintos estados simples de cargas que actuarán sobre la estructura en forma combinada. Se proporciona a continuación una enumeración de los mismos:

El peso de la estructura modelada, es decir, de todos los elementos componentes modelados es introducido y calculado por el programa de cálculo a través del comando "Selfweight". Para tener en cuenta el resto de los elementos y piezas estructurales que no son modelados (chapas, cartelas, elementos de unión, etc.), se afectará al mismo de un coeficiente igual a -1.15.

Lr = kN/m2

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4.03 - ACCION DEL VIENTO

Ubicación: Buenos Aires

46 (Figura 1A)

0.85 Otras estructuras reticuladas

Tabla 6

Categoría: II Tabla A1- Apéndice A. Clasificación del edificio

1 Tabla 1

Exposición: C Terrenos abiertos con obstrucciones dispersas, con alturas generalmente menores que 10m.

Esta categoría incluye campo abierto plano y terrenos agrícolas.

Kz (Tabla 5)

z (m) Casos 1 y 2

7.5 0.94

1 (Terreno plano)

0.85

Presión Dinámica s/CIRSOC 102/2005

z (m)

7.5 1036 105.6

Cálculo viento sobre cubierta

Velocidad Básica del Viento V y Factor de dreccionalidad Kd (art.5.4.)

V (m/s) =

Kd =

b) Determinación del Factor de importancia I (art.5.5.)

I =

c) Determinación de las Categorías de exposición y los Coeficientes de exposición para presión dinámica Kz

o Kh (art.5.6.)

Altura sobre el nivel del terreno

d) Determinación del Factor topográfico Kzt (art.5.7.)

Kzt =

e) Determinación del Factor de efecto de ráfaga G o Gf (art.5.8.)

G =

h) Determinación de la Presión Dinámica qz o qh, según corresponda (art.5.10.)

qz = 0,613 K

z*K

zt*K

d*V2*I (N/m2)

Altura sobre el nivel del terreno

qz

N/m2

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Determinación de Coeficiente de fuerza para cubiertas en edificios abiertos:

α L BL/B Cf G

[°] [m] [m] [Kg/m2]

6 20.60 26.50 0.78 0.55 106 0.85 49

α L BL/B Cf G

[°] [m] [m] [Kg/m2]

6 26.50 20.60 1.29 0.45 106 0.85 40

Cálculo viento sobre frontis

At = 145978 cm20.20 → Cf = 1.8 → F = 1585.7 N/m2

Af = 28946 cm2

qz

Fsobre L

[Kg/m2]

qz

Fsobre B

[Kg/m2]

ε =

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Cálculo de la Acción de las Cargas Permanentes o Cargas Muertas o Dead Loads.Cálculo de la Acción de las Sobrecargas o Cargas Vivas o Live Loads.Cálculo de la Acción del Viento sobre la Construcción.

0.08 kN/m²

Los artículos siguientes detallan el análisis y cálculo de los distintos estados simples de cargas que actuarán sobre la estructura en forma combinada. Se proporciona a continuación una enumeración de los mismos:

El peso de la estructura modelada, es decir, de todos los elementos componentes modelados es introducido y calculado por el programa de cálculo a través del comando "Selfweight". Para tener en cuenta el resto de los elementos y piezas estructurales que no son modelados (chapas, cartelas, elementos de unión, etc.), se afectará al

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Terrenos abiertos con obstrucciones dispersas, con alturas generalmente menores que 10m.

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→ 158.568 Kg/m2

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5.0 - COMBINACIONES DE ESTADOS SIMPLES DE CARGA (LOADING COMBINATIONS):

5.01 - NOMENCLATURA

- Pesos y Cargas Muertas: [D]

D: Peso de la estructura

- Sobrecargas y Cargas Vivas: [L]

L: Sobrecarga

- Acción del Viento: [W]

W : Acción del viento.

W(X): Viento según direccion eje X

W(-Z): Viento según direccion eje -Z

- Combinaciones en estados límites últimos:

1 - 1.4 D

2 - 1.2 D + 1.6 L

3 - 1.2 D + 1,6L + 0.8 W(+X)

4 - 1.2 D + 1,6L + 0.8 W(-Z)

5 - 1.2 D + 1.5 W(+X)+0.5 L

6 - 1.2 D + 1.5 W(-Z)+0.5 L

7 - 0.9 PP + 1.5 W (+X)

8 - 0.9 PP + 1.5 W (-Z)

Se analizan las siguientes combinaciones de los estados simples de carga para obtener las solicitaciones dimensionantes:

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COMBINACIONES DE ESTADOS SIMPLES DE CARGA (LOADING COMBINATIONS):

Sobrecarga

Acción del viento.

Viento según direccion eje X

Viento según direccion eje -Z

Se analizan las siguientes combinaciones de los estados simples de carga para obtener las solicitaciones

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6.0 - ESQUEMA Y DISPOSICION ESTRUCTURAL

Figura 3 - Axonometría

Figura 4 - Frente

Figura 5 - Lateral

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Figura 6 - Planta

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OMEGA

calidad 1 2 3 4 5 6

l F20 F22 F24 F26 F30 F361 1.01 1.01 1.01 1.01 1.01 1.01

2 1.02 1.02 1.02 1.02 1.02 1.02

3 1.03 1.03 1.03 1.03 1.03 1.03

4 1.04 1.04 1.04 1.04 1.04 1.04

5 1.05 1.05 1.05 1.05 1.05 1.05

6 1.06 1.06 1.06 1.06 1.06 1.06

7 1.07 1.07 1.07 1.07 1.07 1.07

8 1.08 1.08 1.08 1.08 1.08 1.08

9 1.09 1.09 1.09 1.09 1.09 1.09

10 1.10 1.10 1.10 1.10 1.10 1.10

11 1.11 1.11 1.11 1.11 1.11 1.11

12 1.12 1.12 1.12 1.12 1.12 1.12

13 1.13 1.13 1.13 1.13 1.13 1.13

14 1.14 1.14 1.14 1.14 1.14 1.14

15 1.15 1.15 1.15 1.15 1.15 1.15

16 1.16 1.16 1.16 1.16 1.16 1.16

17 1.17 1.17 1.17 1.17 1.17 1.17

18 1.18 1.18 1.18 1.18 1.18 1.18

19 1.19 1.19 1.19 1.19 1.19 1.19

20 1.19 1.20 1.20 1.20 1.20 1.20

21 1.20 1.20 1.20 1.20 1.20 1.21

22 1.20 1.20 1.21 1.21 1.21 1.21

23 1.21 1.21 1.21 1.21 1.22 1.22

24 1.21 1.21 1.22 1.22 1.22 1.23

25 1.22 1.22 1.22 1.22 1.23 1.23

26 1.22 1.22 1.23 1.23 1.23 1.24

27 1.23 1.23 1.23 1.23 1.24 1.24

28 1.23 1.23 1.24 1.24 1.24 1.25

29 1.24 1.24 1.24 1.24 1.25 1.26

30 1.24 1.24 1.25 1.25 1.26 1.26

31 1.25 1.25 1.25 1.26 1.26 1.27

32 1.25 1.26 1.26 1.26 1.27 1.28

33 1.26 1.26 1.27 1.27 1.28 1.29

34 1.26 1.27 1.27 1.28 1.28 1.29

35 1.27 1.27 1.28 1.28 1.29 1.30

36 1.28 1.28 1.28 1.29 1.30 1.31

37 1.28 1.29 1.29 1.30 1.30 1.32

38 1.29 1.29 1.30 1.30 1.31 1.33

39 1.29 1.30 1.30 1.31 1.32 1.34

40 1.30 1.31 1.31 1.32 1.33 1.35

41 1.31 1.31 1.32 1.33 1.34 1.36

42 1.31 1.32 1.33 1.33 1.35 1.37

43 1.32 1.33 1.33 1.34 1.36 1.38

44 1.33 1.33 1.34 1.35 1.36 1.39

45 1.33 1.34 1.35 1.36 1.37 1.40

46 1.34 1.35 1.36 1.37 1.38 1.41

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47 1.35 1.36 1.37 1.38 1.39 1.42

48 1.36 1.37 1.38 1.38 1.40 1.43

49 1.36 1.37 1.38 1.39 1.41 1.45

50 1.37 1.38 1.39 1.40 1.42 1.46

51 1.38 1.39 1.40 1.41 1.44 1.47

52 1.39 1.40 1.41 1.42 1.45 1.48

53 1.40 1.41 1.42 1.43 1.46 1.50

54 1.41 1.42 1.43 1.44 1.47 1.51

55 1.41 1.43 1.44 1.46 1.48 1.53

56 1.42 1.44 1.45 1.47 1.50 1.54

57 1.43 1.45 1.46 1.48 1.51 1.56

58 1.44 1.46 1.47 1.49 1.52 1.57

59 1.45 1.47 1.48 1.50 1.54 1.59

60 1.46 1.48 1.50 1.51 1.55 1.61

61 1.47 1.49 1.51 1.53 1.56 1.62

62 1.48 1.50 1.52 1.54 1.58 1.64

63 1.49 1.51 1.53 1.55 1.59 1.66

64 1.50 1.52 1.54 1.56 1.61 1.68

65 1.51 1.53 1.56 1.58 1.62 1.70

66 1.52 1.55 1.57 1.59 1.64 1.72

67 1.54 1.56 1.58 1.61 1.66 1.74

68 1.55 1.57 1.60 1.62 1.67 1.76

69 1.56 1.58 1.61 1.64 1.69 1.78

70 1.57 1.60 1.62 1.65 1.71 1.80

71 1.58 1.61 1.64 1.67 1.72 1.82

72 1.59 1.62 1.65 1.68 1.74 1.84

73 1.61 1.64 1.67 1.70 1.76 1.86

74 1.62 1.65 1.68 1.71 1.78 1.89

75 1.63 1.66 1.70 1.73 1.80 1.91

76 1.65 1.68 1.71 1.75 1.82 1.93

77 1.66 1.69 1.73 1.76 1.84 1.96

78 1.67 1.71 1.74 1.78 1.86 1.98

79 1.69 1.72 1.76 1.80 1.88 2.01

80 1.70 1.74 1.78 1.82 1.90 2.04

81 1.71 1.75 1.80 1.84 1.92 2.06

82 1.73 1.77 1.81 1.86 1.95 2.09

83 1.74 1.79 1.83 1.88 1.97 2.12

84 1.76 1.80 1.85 1.89 1.99 2.14

85 1.77 1.82 1.87 1.91 2.01 2.17

86 1.79 1.84 1.89 1.94 2.04 2.20

87 1.81 1.85 1.90 1.96 2.06 2.23

88 1.82 1.87 1.92 1.98 2.09 2.26

89 1.84 1.89 1.94 2.00 2.11 2.29

90 1.85 1.91 1.96 2.02 2.14 2.34

91 1.87 1.93 1.98 2.04 2.16 2.40

92 1.89 1.95 2.00 2.06 2.19 2.45

93 1.91 1.96 2.02 2.09 2.21 2.50

94 1.92 1.98 2.05 2.11 2.24 2.56

95 1.94 2.00 2.07 2.13 2.27 2.61

96 1.96 2.02 2.09 2.16 2.30 2.67

97 1.98 2.04 2.11 2.18 2.32 2.72

98 2.00 2.06 2.13 2.20 2.35 2.78

99 2.02 2.09 2.16 2.23 2.38 2.84

100 2.03 2.11 2.18 2.25 2.41 2.89

101 2.05 2.13 2.20 2.28 2.46 2.95

102 2.07 2.15 2.23 2.31 2.51 3.01

103 2.09 2.17 2.25 2.33 2.56 3.07

104 2.11 2.19 2.27 2.36 2.61 3.13

318060080.xls L-W 33 / 174 05/15/2016 20:16:30

105 2.13 2.22 2.30 2.38 2.66 3.19

106 2.15 2.24 2.32 2.41 2.71 3.25

107 2.18 2.26 2.35 2.44 2.76 3.31

108 2.20 2.28 2.37 2.47 2.81 3.38

109 2.22 2.31 2.40 2.49 2.87 3.44

110 2.24 2.33 2.43 2.53 2.92 3.50

111 2.26 2.36 2.45 2.58 2.97 3.57

112 2.28 2.38 2.48 2.62 3.03 3.63

113 2.31 2.40 2.51 2.67 3.08 3.70

114 2.33 2.43 2.53 2.72 3.14 3.76

115 2.35 2.46 2.56 2.77 3.19 3.83

116 2.37 2.48 2.60 2.81 3.25 3.90

117 2.40 2.51 2.64 2.86 3.30 3.96

118 2.42 2.53 2.69 2.91 3.36 4.03

119 2.45 2.56 2.73 2.96 3.42 4.10

120 2.47 2.59 2.78 3.01 3.47 4.17

121 2.49 2.61 2.83 3.06 3.53 4.24

122 2.52 2.64 2.87 3.11 3.59 4.31

123 2.54 2.68 2.92 3.16 3.65 4.38

124 2.57 2.72 2.97 3.21 3.71 4.45

125 2.59 2.76 3.02 3.27 3.77 4.52

126 2.62 2.81 3.06 3.32 3.83 4.60

127 2.65 2.85 3.11 3.37 3.89 4.67

128 2.67 2.90 3.16 3.43 3.95 4.74

129 2.70 2.94 3.21 3.48 4.01 4.82

130 2.72 2.99 3.26 3.53 4.08 4.89

131 2.76 3.04 3.31 3.59 4.14 4.97

132 2.80 3.08 3.36 3.64 4.20 5.04

133 2.84 3.13 3.41 3.70 4.27 5.12

134 2.89 3.18 3.47 3.75 4.33 5.20

135 2.93 3.22 3.52 3.81 4.40 5.28

136 2.97 3.27 3.57 3.87 4.46 5.35

137 3.02 3.32 3.62 3.92 4.53 5.43

138 3.06 3.37 3.68 3.98 4.59 5.51

139 3.11 3.42 3.73 4.04 4.66 5.59

140 3.15 3.47 3.78 4.10 4.73 5.67

141 3.20 3.52 3.84 4.16 4.80 5.76

142 3.24 3.57 3.89 4.22 4.86 5.84

143 3.29 3.62 3.95 4.28 4.93 5.92

144 3.33 3.67 4.00 4.34 5.00 6.00

145 3.38 3.72 4.06 4.40 5.07 6.09

146 3.43 3.77 4.11 4.46 5.14 6.17

147 3.48 3.82 4.17 4.52 5.21 6.26

148 3.52 3.88 4.23 4.58 5.28 6.34

149 3.57 3.93 4.28 4.64 5.36 6.43

150 3.62 3.98 4.34 4.70 5.43 6.51

151 3.67 4.03 4.40 4.77 5.50 6.60

152 3.72 4.09 4.46 4.83 5.57 6.69

153 3.76 4.14 4.52 4.89 5.65 6.78

154 3.81 4.20 4.58 4.96 5.72 6.87

155 3.86 4.25 4.64 5.02 5.80 6.95

156 3.91 4.31 4.70 5.09 5.87 7.05

157 3.96 4.36 4.76 5.15 5.95 7.14

158 4.01 4.42 4.82 5.22 6.02 7.23

159 4.07 4.47 4.88 5.29 6.10 7.32

160 4.12 4.53 4.94 5.35 6.18 7.41

161 4.17 4.59 5.00 5.42 6.25 7.50

162 4.22 4.64 5.06 5.49 6.33 7.60

318060080.xls L-W 34 / 174 05/15/2016 20:16:30

163 4.27 4.70 5.13 5.55 6.41 7.69

164 4.33 4.76 5.19 5.62 6.49 7.79

165 4.38 4.82 5.25 5.69 6.57 7.88

166 4.43 4.87 5.32 5.76 6.65 7.98

167 4.49 4.93 5.38 5.83 6.73 8.07

168 4.54 4.99 5.45 5.90 6.81 8.17

169 4.59 5.05 5.51 5.97 6.89 8.27

170 4.65 5.11 5.58 6.04 6.97 8.37

171 4.70 5.17 5.64 6.11 7.05 8.46

172 4.76 5.23 5.71 6.19 7.14 8.56

173 4.81 5.29 5.78 6.26 7.22 8.66

174 4.87 5.36 5.84 6.33 7.30 8.76

175 4.93 5.42 5.91 6.40 7.39 8.87

176 4.98 5.48 5.98 6.48 7.47 8.97

177 5.04 5.54 6.05 6.55 7.56 9.07

178 5.10 5.61 6.11 6.62 7.64 9.17

179 5.15 5.67 6.18 6.70 7.73 9.28

180 5.21 5.73 6.25 6.77 7.82 9.38

181 5.27 5.80 6.32 6.85 7.90 9.48

182 5.33 5.86 6.39 6.93 7.99 9.59

183 5.39 5.92 6.46 7.00 8.08 9.69

184 5.44 5.99 6.53 7.08 8.17 9.80

185 5.50 6.05 6.61 7.16 8.26 9.91

186 5.56 6.12 6.68 7.23 8.35 10.02

187 5.62 6.19 6.75 7.31 8.44 10.12

188 5.68 6.25 6.82 7.39 8.53 10.23

189 5.74 6.32 6.89 7.47 8.62 10.34

190 5.81 6.39 6.97 7.55 8.71 10.45

191 5.87 6.45 7.04 7.63 8.80 10.56

192 5.93 6.52 7.11 7.71 8.89 10.67

193 5.99 6.59 7.19 7.79 8.99 10.78

194 6.05 6.66 7.26 7.87 9.08 10.90

195 6.12 6.73 7.34 7.95 9.17 11.01

196 6.18 6.80 7.41 8.03 9.27 11.12

197 6.24 6.87 7.49 8.11 9.36 11.23

198 6.31 6.94 7.57 8.20 9.46 11.35

199 6.37 7.01 7.64 8.28 9.55 11.46

200 6.43 7.08 7.72 8.36 9.65 11.58

201 6.50 7.15 7.80 8.45 9.75 11.70

202 6.56 7.22 7.87 8.53 9.84 11.81

203 6.63 7.29 7.95 8.62 9.94 11.93

204 6.69 7.36 8.03 8.70 10.04 12.05

205 6.76 7.43 8.11 8.79 10.14 12.17

206 6.82 7.51 8.19 8.87 10.24 12.28

207 6.89 7.58 8.27 8.96 10.34 12.40

208 6.96 7.65 8.35 9.05 10.44 12.52

209 7.03 7.73 8.43 9.13 10.54 12.65

210 7.09 7.80 8.51 9.22 10.64 12.77

211 7.16 7.88 8.59 9.31 10.74 12.89

212 7.23 7.95 8.67 9.40 10.84 13.01

213 7.30 8.03 8.76 9.49 10.94 13.13

214 7.37 8.10 8.84 9.57 11.05 13.26

215 7.43 8.18 8.92 9.66 11.15 13.38

216 7.50 8.25 9.00 9.75 11.26 13.51

217 7.57 8.33 9.09 9.85 11.36 13.63

218 7.64 8.41 9.17 9.94 11.46 13.76

219 7.71 8.48 9.26 10.03 11.57 13.88

220 7.78 8.56 9.34 10.12 11.68 14.01

318060080.xls L-W 35 / 174 05/15/2016 20:16:30

221 7.85 8.64 9.43 10.21 11.78 14.14

222 7.93 8.72 9.51 10.30 11.89 14.27

223 8.00 8.80 9.60 10.40 12.00 14.40

224 8.07 8.88 9.68 10.49 12.10 14.53

225 8.14 8.96 9.77 10.58 12.21 14.66

226 8.21 9.04 9.86 10.68 12.32 14.79

227 8.29 9.12 9.94 10.77 12.43 14.92

228 8.36 9.20 10.03 10.87 12.54 15.05

229 8.43 9.28 10.12 10.96 12.65 15.18

230 8.51 9.36 10.21 11.06 12.76 15.31

231 8.58 9.44 10.30 11.16 12.87 15.45

232 8.66 9.52 10.39 11.25 12.98 15.58

233 8.73 9.60 10.48 11.35 13.10 15.72

234 8.81 9.69 10.57 11.45 13.21 15.85

235 8.88 9.77 10.66 11.55 13.32 15.99

236 8.96 9.85 10.75 11.64 13.44 16.12

237 9.03 9.94 10.84 11.74 13.55 16.26

238 9.11 10.02 10.93 11.84 13.66 16.40

239 9.19 10.11 11.02 11.94 13.78 16.54

240 9.26 10.19 11.12 12.04 13.90 16.67

241 9.34 10.28 11.21 12.14 14.01 16.81

242 9.42 10.36 11.30 12.24 14.13 16.95

243 9.50 10.45 11.40 12.35 14.25 17.09

244 9.58 10.53 11.49 12.45 14.35 17.24

245 9.65 10.62 11.58 12.55 14.48 17.38

246 9.73 10.71 11.68 12.65 14.60 17.52

247 9.81 10.79 11.77 12.76 14.72 17.66

248 9.89 10.88 11.87 12.86 14.84 17.80

249 9.97 10.97 11.97 12.96 14.96 17.95

250 10.05 11.06 12.06 13.07 15.08 18.09

318060080.xls L-W 36 / 174 05/15/2016 20:16:31

OMEGA

7

DIN 41141.00

1.00

1.00

1.01

1.01

1.01

1.01

1.01

1.01

1.02

1.02

1.02

1.02

1.02

1.03

1.03

1.03

1.03

1.04

1.04

1.04

1.05

1.05

1.05

1.06

1.06

1.07

1.07

1.08

1.08

1.09

1.09

1.10

1.10

1.11

1.11

1.12

1.13

1.13

1.14

1.14

1.15

1.16

1.16

1.17

1.18

318060080.xls L-W 37 / 174 05/15/2016 20:16:31

1.19

1.19

1.20

1.21

1.22

1.23

1.23

1.24

1.25

1.26

1.27

1.28

1.28

1.30

1.31

1.32

1.33

1.34

1.35

1.36

1.37

1.39

1.40

1.41

1.42

1.44

1.45

1.46

1.48

1.49

1.50

1.52

1.53

1.55

1.56

1.58

1.59

1.61

1.62

1.64

1.66

1.68

1.69

1.71

1.73

1.74

1.76

1.78

1.80

1.82

1.84

1.86

1.89

1.90

1.92

1.94

1.96

1.98

318060080.xls L-W 38 / 174 05/15/2016 20:16:31

2.00

2.02

2.05

2.07

2.09

2.11

2.14

2.16

2.18

2.21

2.23

2.27

2.31

2.35

2.39

2.43

2.47

2.51

2.55

2.60

2.64

2.68

2.72

2.77

2.81

2.85

2.90

2.94

2.99

3.03

3.08

3.12

3.17

3.22

3.26

3.31

3.36

3.41

3.45

3.50

3.55

3.60

3.65

3.70

3.75

3.80

3.85

3.90

3.95

4.00

4.06

4.11

4.16

4.22

4.27

4.32

4.38

4.43

318060080.xls L-W 39 / 174 05/15/2016 20:16:31

4.49

4.54

4.60

4.65

4.71

4.77

4.82

4.88

4.94

5.00

5.05

5.11

5.17

5.23

5.29

5.35

5.41

5.47

5.53

5.59

5.66

5.72

5.78

5.84

5.91

5.97

6.03

6.10

6.16

6.23

6.29

6.36

6.42

6.49

6.55

6.62

6.69

6.75

6.82

6.89

6.96

7.03

7.10

7.17

7.24

7.31

7.38

7.45

7.52

7.59

7.66

7.73

7.81

7.88

7.95

8.03

8.10

8.17

318060080.xls L-W 40 / 174 05/15/2016 20:16:31

8.25

8.32

8.40

8.47

8.55

8.63

8.70

8.78

8.86

8.93

9.01

9.09

9.17

9.25

9.33

9.41

9.49

9.57

9.65

9.73

9.81

9.89

9.97

10.05

10.14

10.22

10.30

10.39

10.47

10.55

COQUERIA - SUBPRODUCTOS - CADI SC.SVG.ALDE.DQUI-SCA10007_0A

TECHO PARA ALMACENAMIENTO DE PROD. QUIMICOS 0

ESTRUCTURA METALICA JOB:

MEMORIA DE CÁLCULO P.100.1504.043.51

7.0 - VERIFICACIONES

7.01 - VERIFICACION DE DEFORMACIONES

La deformación admisible para este tipo de estructuras es L/500

Lh= 20600 mm

fh= 41.2 mm

Nodo 580

Nodo 426

Nodo 487

COQUERIA - SUBPRODUCTOS - CADI SC.SVG.ALDE.DQUI-SCA10007_0A

TECHO PARA ALMACENAMIENTO DE PROD. QUIMICOS 0

ESTRUCTURA METALICA JOB:

MEMORIA DE CÁLCULO P.100.1504.043.51

7.02 - VERIFICACION DE TENSIONES

PLANILLA RESUMEN - PERFILES

Elemento Sección

A.- CORDONES VIGA PORTICO Tubo 60x120x3.2 11.11 209 70

B.- Tubo 60x60x2.5 5.75 32 32

C.- Tubo 60x60x2.5 5.75 32 32

D.- DIAGONALES COLUMNAS Tubo 60x80x2.5 6.75 63 40

E.- CORDONES COLUMNAS Tubo 80x120x3.2 12.39 253 135

F.- TORNAPUNTAS PORTICOS Tubo 60x60x2.5 5.75 32 32

G.- TORNAPUNTAS HORIZONTALES Tubo 60x60x2.5 5.75 32 32

H.- Tubo 80x100x2.5 8.75 131 93

I.- Tubo 100x100x3.2 12.39 194 194

J.- Tubo 80x100x2.5 8.75 131 93

K.- Tubo 100x100x3.2 12.39 194 194

L.- PUNTALES CUBIERTA 2C 200x80x30x2 14.24 878 626

M.- CRUCES LATERALES 2NPL 2-1/4" x 1/4" P 13.68 54 77

N.- CRUCES TECHO 2NPL 2" x 1/4" P 12.12 54 54

O.- CRUCES SUPERIORES 2NPL 2-1/4" x 1/4" P 13.68 77 77

Area cm²

Iycm4

Izcm4

DIAGONALES EXTREMAS VIGA PORTICO

DIAGONALES CENTRALES Y MONTANTES VIGA PORTICO

PUNTALES LATERALES SUPERIORES EXTREMOS

PUNTALES LATERALES SUPERIORES TRAMO CENTRAL

PUNTALES INFERIORES EXTREMOS

PUNTALES INFERIORES TRAMO CENTRAL

COQUERIA - SUBPRODUCTOS - CADI SC.SVG.ALDE.DQUI-SCA10007_0A

TECHO PARA ALMACENAMIENTO DE PROD. QUIMICOS 0

ESTRUCTURA METALICA JOB:

MEMORIA DE CÁLCULO P.100.1504.043.51

A.- CORDONES VIGA PORTICO

Fy = 235 MPaE = 200000 Mpa PERFIL: Tubo 60x120x3.2G = 77200 Mpa

0.3 11.11 Wx = 34.86

-131 KN 6 cm Wy = 23.4197 KN t = 0.32 cm rx = 4.34 cm

Lx = 485 cm H = 12 cm ry = 2.51 cmLy = 162 cmKx = 1 Ix = 209.2

Ky = 1 Iy = 70.2Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 112 <= 200 B.C.L x k /r= 65 <= 200 B.C.

CLASIFICACION DE LA SECCION

Alas:

15.75 < 33 → SECCIÓN COMPACTA

Almas:

35 > 33

41 → SECCION NO COMPACTA

RESISTENCIA DE DISEÑO A COMPRESION41

> → Q = 1

k = 0.901.10

1.10 <= 1.5

Fcr = 142 Mpa

Pn = 158 kN0.85

Pd = 134 kNPu = 131 kN

Pu < Pd B.C.

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.90Tn = 261.1 kNTd = 235 kNTu = 97 kN

Tu < Td B.C.

µ = Ag = cm2 cm3

Pu(compr.) = B = cm3

Pu(tracción) =

cm4

cm4

= b / tf = p1.12xE/Fy)=

= hw/tw = p1.12xE/Fy)=r1.4xE/Fy)=

r =

r

c = c=k L (Fy/E)/(π.r)

c Q =

c =

Φt =Fy Ag (10-1) =

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

COQUERIA - SUBPRODUCTOS - CADI SC.SVG.ALDE.DQUI-SCA10007_0A

TECHO PARA ALMACENAMIENTO DE PROD. QUIMICOS 0

ESTRUCTURA METALICA JOB:

MEMORIA DE CÁLCULO P.100.1504.043.51

B.- DIAGONALES EXTREMAS VIGA PORTICO

Fy = 235 MPaE = 200000 Mpa PERFIL: Tubo 60x60x2.5G = 77200 Mpa

0.3 5.75 Wx = 10.58

-21 KN 6 cm Wy = 10.5834 KN t = 0.25 cm rx = 2.35 cm

Lx = 190 cm H = 6 cm ry = 2.35 cmLy = 190 cmKx = 1 Ix = 31.74

Ky = 1 Iy = 31.74Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 81 <= 200 B.C.L x k /r= 81 <= 200 B.C.

CLASIFICACION DE LA SECCION

Alas:

21 < 33 → SECCIÓN COMPACTA

Almas:

21 < 33

41 → SECCIÓN COMPACTA

RESISTENCIA DE DISEÑO A COMPRESION41

> → Q = 1

k = 0.901

0.79 <= 1.5

Fcr = 181 Mpa

Pn = 104 kN0.85

Pd = 88 kNPu = 21 kN

Pu < Pd B.C.

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.90Tn = 135.1 kNTd = 122 kNTu = 34 kN

Tu < Td B.C.

µ = Ag = cm2 cm3

Pu(compr.) = B = cm3

Pu(tracción) =

cm4

cm4

= b / tf = p1.12xE/Fy)=

= hw/tw = p1.12xE/Fy)=r1.4xE/Fy)=

r =

r

c= c=k L (Fy/E)/(π.r)

c Q =

c =

Φt =Fy Ag (10-1) =

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

COQUERIA - SUBPRODUCTOS - CADI SC.SVG.ALDE.DQUI-SCA10007_0A

TECHO PARA ALMACENAMIENTO DE PROD. QUIMICOS 0

ESTRUCTURA METALICA JOB:

MEMORIA DE CÁLCULO P.100.1504.043.51

C.- DIAGONALES CENTRALES Y MONTANTES VIGA PORTICO

Fy = 235 MPaE = 200000 Mpa PERFIL: Tubo 60x60x2.5G = 77200 Mpa

0.3 5.75 Wx = 10.58

-69 KN 6 cm Wy = 10.5881 KN t = 0.25 cm rx = 2.35 cm

Lx = 244 cm H = 6 cm ry = 2.35 cmLy = 244 cmKx = 1 Ix = 31.74

Ky = 1 Iy = 31.74Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 104 <= 200 B.C.L x k /r= 104 <= 200 B.C.

CLASIFICACION DE LA SECCION

Alas:

21 < 33 → SECCIÓN COMPACTA

Almas:

21 < 33

41 → SECCIÓN COMPACTA

RESISTENCIA DE DISEÑO A COMPRESION41

> → Q = 1

k = 0.751

0.85 <= 1.5

Fcr = 174 Mpa

Pn = 100 kN0.85

Pd = 85 kNPu = 69 kN

Pu < Pd B.C.

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.90Tn = 135.1 kNTd = 122 kNTu = 81 kN

Tu < Td B.C.

µ = Ag = cm2 cm3

Pu(compr.) = B = cm3

Pu(tracción) =

cm4

cm4

= b / tf = p1.12xE/Fy)=

= hw/tw = p1.12xE/Fy)=r1.4xE/Fy)=

r =

r

c = c=k L (Fy/E)/(π.r)

c Q =

c =

Φt =Fy Ag (10-1) =

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

COQUERIA - SUBPRODUCTOS - CADI SC.SVG.ALDE.DQUI-SCA10007_0A

TECHO PARA ALMACENAMIENTO DE PROD. QUIMICOS 0

ESTRUCTURA METALICA JOB:

MEMORIA DE CÁLCULO P.100.1504.043.51

D.- DIAGONALES COLUMNAS

Fy = 235 MPaE = 200000 Mpa PERFIL: Tubo 60x80x2.5G = 77200 Mpa

0.3 6.75 Wx = 15.66

-54 KN 6 cm Wy = 13.3455 KN t = 0.25 cm rx = 3.05 cm

Lx = 90 cm H = 8 cm ry = 2.43 cmLy = 90 cmKx = 1 Ix = 62.64

Ky = 1 Iy = 40.02Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 30 <= 200 B.C.L x k /r= 37 <= 200 B.C.

CLASIFICACION DE LA SECCION

Alas:

21 < 33 → SECCIÓN COMPACTA

Almas:

29 < 33

41 → SECCIÓN COMPACTA

RESISTENCIA DE DISEÑO A COMPRESION41

> → Q = 1

k = 0.900.3

0.29 <= 1.5

Fcr = 235 Mpa

Pn = 159 kN0.85

Pd = 135 kNPu = 54 kN

Pu < Pd B.C.

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.90Tn = 158.6 kNTd = 143 kNTu = 55 kN

Tu < Td B.C.

µ = Ag = cm2 cm3

Pu(compr.) = B = cm3

Pu(tracción) =

cm4

cm4

= b / tf = p1.12xE/Fy)=

= hw/tw = p1.12xE/Fy)=r1.4xE/Fy)=

r =

r

c = c=k L (Fy/E)/(π.r)

c Q =

c =

Φt =Fy Ag (10-1) =

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E.- CORDONES COLUMNAS

Fy = 235 MPaE = 200000 Mpa PERFIL: Tubo 80x120x3.2G = 77200 Mpa

0.3 12.39 Wx = 42.14

-146 KN 8 cm Wy = 33.6496 KN t = 0.32 cm rx = 4.52 cm

M = 0.7 kNm H = 12 cm ry = 3.3 cmLx = 460 cmLy = 135 cm Ix = 252.85 Z = 51.83

Kx = 1 Iy = 134.58Ky = 1Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 102 <= 200 B.C.L x k /r= 41 <= 200 B.C.

CLASIFICACION DE LA SECCION

Alas:b / tf = 22 < 33 → SECCIÓN COMPACTA

Almas:0.85

0.59 > 0.33 → 4194

hw / tw = 34.5 → SECCIÓN COMPACTA

RESISTENCIA DE DISEÑO A FLEXO-COMPRESION

Resistencia a compresión:94

k = 0.901.0

Q = 1.00

1.00 <= 1.5

Fcr = 155 Mpa

Pn = 192 kN0.85

Pd = 163 kNPu = 146 kN

Pu < Pd B.C.

Resistencia nominal a flexión:Es el menor valor obtenido de los siguientes estados límites:

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

µ = Ag = cm2 cm3

Pu(compr.) = B = cm3

Pu(tracción) =

cm4 cm3

cm4

p1.12xE/Fy)=

c =

(Pu/b Py) = p =r =

r =

c = c=k L (Fy/E)/(π.r)

c Q =

c =

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ESTRUCTURA METALICA JOB:

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1- Estado límite de plastificación2- Verificación al pandeo lateral - torsional3- Verificación al pandeo local

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1 - Estado límite de plastificación

My = 10 kNmMn=My=FyxS= 12 kNm <= 15 kNm B.C.

2- Verificación al pandeo lateral - torsional

90 cm2 Area encerrada por la línea media del espesor de pared.J = 697 cm4 Módulo de torsión

Mr = 990 kNcmLr = 124 cmLb = 460 cm

Lr < Lb →

Cb = 1

Mcr = 26659 kN.cmMn = Mcr = 267 kN.m

3- Verificación al pandeo local

Para alas:

22 < 33Mn = 12 kN.m

Para almas:

34.5 < 41< 94

Mn =Mp = 12 kN.m

12 kN.m

0.9

0.9 >= 0.2

0.06

0.95 < 1 B.C.

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.90Tn = 291 kNTd = 262 kNTu = 96 kN

Tu < Td B.C.

A0 =

= p =

= p =

r =

Mn adoptado =

b =

Pu / Pn =

Mu / Mn =

Φt =Fy Ag (10-1) =

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

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F.- TORNAPUNTAS PORTICOS

Fy = 235 MPaE = 200000 Mpa PERFIL: Tubo 60x60x2.5G = 77200 Mpa

0.3 5.75 Wx = 10.58

-83 KN 6 cm Wy = 10.5825 KN t = 0.25 cm rx = 2.35 cm

Lx = 211 cm H = 6 cm ry = 2.35 cmLy = 211 cmKx = 1 Ix = 31.74

Ky = 1 Iy = 31.74Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 90 <= 200 B.C.L x k /r= 90 <= 200 B.C.

CLASIFICACION DE LA SECCION

Alas:

21 < 33 → SECCIÓN COMPACTA

Almas:

21 < 33

41 → SECCIÓN COMPACTA

RESISTENCIA DE DISEÑO A COMPRESION41

> → Q = 1

k = 0.900.9

0.88 <= 1.5

Fcr = 235 Mpa

Pn = 135 kN0.85

Pd = 115 kNPu = 83 kN

Pu < Pd B.C.

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.90Tn = 135.1 kNTd = 122 kNTu = 25 kN

Tu < Td B.C.

µ = Ag = cm2 cm3

Pu(compr.) = B = cm3

Pu(tracción) =

cm4

cm4

= b / tf = p1.12xE/Fy)=

= hw/tw = p1.12xE/Fy)=r1.4xE/Fy)=

r =

r

c = c=k L (Fy/E)/(π.r)

c Q =

c =

Φt =Fy Ag (10-1) =

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

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MEMORIA DE CÁLCULO P.100.1504.043.51

G.- TORNAPUNTAS HORIZONTALES

Fy = 235 MPaE = 200000 Mpa PERFIL: Tubo 60x60x2.5G = 77200 Mpa

0.3 5.75 Wx = 10.58

-0.9 KN 6 cm Wy = 10.580.4 KN t = 0.25 cm rx = 2.35 cm

Lx = 85 cm H = 6 cm ry = 2.35 cmLy = 85 cmKx = 1 Ix = 31.74

Ky = 1 Iy = 31.74Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 36 <= 200 B.C.L x k /r= 36 <= 200 B.C.

CLASIFICACION DE LA SECCION

Alas:

21 < 33 → SECCIÓN COMPACTA

Almas:

21 < 33

41 → SECCIÓN COMPACTA

RESISTENCIA DE DISEÑO A COMPRESION41

> → Q = 1

k = 0.900.4

0.36 <= 1.5

Fcr = 235 Mpa

Pn = 135 kN0.85

Pd = 115 kNPu = 1 kN

Pu < Pd B.C.

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.90Tn = 135.1 kNTd = 122 kNTu = 0.4 kN

Tu < Td B.C.

µ = Ag = cm2 cm3

Pu(compr.) = B = cm3

Pu(tracción) =

cm4

cm4

= b / tf = p1.12xE/Fy)=

= hw/tw = p1.12xE/Fy)=r1.4xE/Fy)=

r =

r

c = c=k L (Fy/E)/(π.r)

c Q =

c =

Φt =Fy Ag (10-1) =

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MEMORIA DE CÁLCULO P.100.1504.043.51

H.- PUNTALES LATERALES SUPERIORES EXTREMOS

Fy = 235 MPaE = 200000 Mpa PERFIL: Tubo 80x100x2.5G = 77200 Mpa

0.3 8.75 Wx = 26.16

-3 KN 8 cm Wy = 23.173 KN t = 0.25 cm rx = 3.87 cm

M = 0.6 kNm H = 10 cm ry = 3.25 cmLx = 495 cmLy = 495 cm Ix = 130.81 Z = 32.18

Kx = 1 Iy = 92.68Ky = 1Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 128 <= 200 B.C.L x k /r= 152 <= 200 B.C.

CLASIFICACION DE LA SECCION

Alas:b / tf = 29 < 33 → SECCIÓN COMPACTA

Almas:0.85

0.02 < 0.33 → 41164

hw / tw = 37 → SECCIÓN COMPACTA

RESISTENCIA DE DISEÑO A FLEXO-COMPRESION

Resistencia a compresión:164

k = 0.901.3

Q = 1.00

1.26 <= 1.5

Fcr = 121 Mpa

Pn = 106 kN0.85

Pd = 90 kNPu = 3 kN

Pu < Pd B.C.

Resistencia nominal a flexión:

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

µ = Ag = cm2 cm3

Pu(compr.) = B = cm3

Pu(tracción) =

cm4 cm3

cm4

p1.12xE/Fy)=

c =

(Pu/b Py) = p =r =

r =

c = c=k L (Fy/E)/(π.r)

c Q =

c =

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Es el menor valor obtenido de los siguientes estados límites:

1- Estado límite de plastificación2- Verificación al pandeo lateral - torsional3- Verificación al pandeo local

1 - Estado límite de plastificación

My = 6 kNmMn=My=FyxS= 8 kNm <= 9 kNm B.C.

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2- Verificación al pandeo lateral - torsional

75 cm2 Area encerrada por la línea media del espesor de pared.J = 379 cm4 Módulo de torsión

Mr = 615 kNcmLr = 122 cmLb = 495 cm

Lr < Lb →

Cb = 1

Mcr = 15132 kN.cmMn = Mcr = 151 kN.m

3- Verificación al pandeo local

Para alas:

29 < 33Mn = 8 kN.m

Para almas:

37.0 < 41< 164

Mn =Mp = 8 kN.m

8 kN.m

0.9

0.04 < 0.2

0.09

0.11 < 1 B.C.

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.90Tn = 206 kNTd = 185 kNTu = 3 kN

Tu < Td B.C.

A0 =

= p =

= p =

r =

Mn adoptado =

b =

Pu / Pn =

Mu / Mn =

Φt =Fy Ag (10-1) =

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

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ESTRUCTURA METALICA JOB:

MEMORIA DE CÁLCULO P.100.1504.043.51

I.- PUNTALES LATERALES SUPERIORES TRAMO CENTRAL

Fy = 235 MPaE = 200000 Mpa PERFIL: Tubo 100x100x3.2G = 77200 Mpa

0.3 12.39 Wx = 38.74

-6 KN 10 cm Wy = 38.7415 KN t = 0.32 cm rx = 3.95 cm

M = 1.0 kNm H = 10 cm ry = 3.95 cmLx = 670 cmLy = 670 cm Ix = 193.71 Z = 47.65

Kx = 1 Iy = 193.71Ky = 1Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 170 <= 200 B.C.L x k /r= 170 <= 200 B.C.

CLASIFICACION DE LA SECCION

Alas:b / tf = 28.25 < 33 →

163 → SECCIÓN COMPACTAAlmas:

0.850.02 < 0.33 → 41

163hw / tw = 28.25 → SECCIÓN COMPACTA

RESISTENCIA DE DISEÑO A FLEXO-COMPRESION

Resistencia a compresión:163

k = 0.901.7

Q = 1.00

1.67 > 1.5

Fcr = 74 Mpa

Pn = 92 kN0.85

Pd = 78 kNPu = 6 kN

Pu < Pd B.C.

Resistencia nominal a flexión:Es el menor valor obtenido de los siguientes estados límites:

1- Estado límite de plastificación2- Verificación al pandeo lateral - torsional3- Verificación al pandeo local

1 - Estado límite de plastificación

µ = Ag = cm2 cm3

Pu(compr.) = B = cm3

Pu(tracción) =

cm4 cm3

cm4

p1.12xE/Fy)=r =

c =

(Pu/b Py) = p =r =

r =

c = c=k L (Fy/E)/(π.r)

c Q =

c =

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My = 9 kNmMn=My=FyxS= 11 kNm <= 14 kNm B.C.

2- Verificación al pandeo lateral - torsional

94 cm2 Area encerrada por la línea media del espesor de pared.J = 598 cm4 Módulo de torsión

Mr = 910 kNcmLr = 149 cmLb = 670 cm

Lr < Lb →

Cb = 1

Mcr = 20296 kN.cmMn = Mcr = 203 kN.m

3- Verificación al pandeo local

Para alas:

28 < 33Mn = 11 kN.m

Para almas:

28.3 < 41< 163

Mn =Mp = 11 kN.m

11 kN.m

0.9

0.08 < 0.2

0.10

0.14 < 1 B.C.

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.90Tn = 291 kNTd = 262 kNTu = 15 kN

Tu < Td B.C.

A0 =

= p =

= p =

r =

Mn adoptado =

b =

Pu / Pn =

Mu / Mn =

Φt =Fy Ag (10-1) =

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

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ESTRUCTURA METALICA JOB:

MEMORIA DE CÁLCULO P.100.1504.043.51

J.- PUNTALES INFERIORES EXTREMOS

Fy = 235 MPaE = 200000 Mpa PERFIL: Tubo 80x100x2.5G = 77200 Mpa

0.3 8.75 Wx = 26.16

-6 KN 8 cm Wy = 23.1715 KN t = 0.25 cm rx = 3.87 cm

M = 0.6 kNm H = 10 cm ry = 3.25 cmLx = 495 cmLy = 495 cm Ix = 130.81 Z = 32.18

Kx = 1 Iy = 92.68Ky = 1Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 128 <= 200 B.C.L x k /r= 152 <= 200 B.C.

CLASIFICACION DE LA SECCION

Alas:b / tf = 29 < 33 → SECCIÓN COMPACTA

Almas:0.85

0.03 < 0.33 → 41162

hw / tw = 37 → SECCIÓN COMPACTA

RESISTENCIA DE DISEÑO A FLEXO-COMPRESION

Resistencia a compresión:162

k = 0.901.3

Q = 1.00

1.26 <= 1.5

Fcr = 121 Mpa

Pn = 106 kN0.85

Pd = 90 kNPu = 6 kN

Pu < Pd B.C.

Resistencia nominal a flexión:Es el menor valor obtenido de los siguientes estados límites:

µ = Ag = cm2 cm3

Pu(compr.) = B = cm3

Pu(tracción) =

cm4 cm3

cm4

p1.12xE/Fy)=

c =

(Pu/b Py) = p =r =

r =

c = c=k L (Fy/E)/(π.r)

c Q =

c =

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1- Estado límite de plastificación2- Verificación al pandeo lateral - torsional3- Verificación al pandeo local

1 - Estado límite de plastificación

My = 6 kNmMn=My=FyxS= 8 kNm <= 9 kNm B.C.

2- Verificación al pandeo lateral - torsional

75 cm2 Area encerrada por la línea media del espesor de pared.J = 379 cm4 Módulo de torsión

Mr = 615 kNcmLr = 122 cmLb = 495 cm

Lr < Lb →

Cb = 1

Mcr = 15132 kN.cmMn = Mcr = 151 kN.m

3- Verificación al pandeo local

Para alas:

29 < 33Mn = 8 kN.m

Para almas:

37.0 < 41< 162

Mn =Mp = 8 kN.m

8 kN.m

0.9

0.07 < 0.2

0.09

0.12 < 1 B.C.

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.90Tn = 206 kNTd = 185 kNTu = 15 kN

Tu < Td B.C.

A0 =

= p =

= p =

r =

Mn adoptado =

b =

Pu / Pn =

Mu / Mn =

Φt =Fy Ag (10-1) =

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

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MEMORIA DE CÁLCULO P.100.1504.043.51

K.- PUNTALES INFERIORES TRAMO CENTRAL

Fy = 235 MPaE = 200000 Mpa PERFIL: Tubo 100x100x3.2G = 77200 Mpa

0.3 12.39 Wx = 38.74

-6 KN 10 cm Wy = 38.7415 KN t = 0.32 cm rx = 3.95 cm

M = 1.0 kNm H = 10 cm ry = 3.95 cmLx = 495 cmLy = 495 cm Ix = 193.71 Z = 47.65

Kx = 1 Iy = 193.71Ky = 1Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 125 <= 200 B.C.L x k /r= 125 <= 200 B.C.

CLASIFICACION DE LA SECCION

Alas:b / tf = 28.25 < 33 →

163 → SECCIÓN COMPACTAAlmas:

0.850.02 < 0.33 → 41

163hw / tw = 28.25 → SECCIÓN COMPACTA

RESISTENCIA DE DISEÑO A FLEXO-COMPRESION

Resistencia a compresión:163

k = 0.901.2

Q = 1.00

1.23 <= 1.5

Fcr = 125 Mpa

µ = Ag = cm2 cm3

Pu(compr.) = B = cm3

Pu(tracción) =

cm4 cm3

cm4

p1.12xE/Fy)=r =

c =

(Pu/b Py) = p =r =

r =

c = c=k L (Fy/E)/(π.r)

c Q =

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Pn = 154 kN0.85

Pd = 131 kNPu = 6 kN

Pu < Pd B.C.

Resistencia nominal a flexión:Es el menor valor obtenido de los siguientes estados límites:

1- Estado límite de plastificación2- Verificación al pandeo lateral - torsional3- Verificación al pandeo local

1 - Estado límite de plastificación

My = 9 kNmMn=My=FyxS= 11 kNm <= 14 kNm B.C.

2- Verificación al pandeo lateral - torsional

94 cm2 Area encerrada por la línea media del espesor de pared.J = 598 cm4 Módulo de torsión

Mr = 910 kNcmLr = 149 cmLb = 495 cm

Lr < Lb →

Cb = 1

Mcr = 27471 kN.cmMn = Mcr = 275 kN.m

3- Verificación al pandeo local

Para alas:

28 < 33Mn = 11 kN.m

Para almas:

28.3 < 41< 163

Mn =Mp = 11 kN.m

11 kN.m

0.9

0.05 < 0.2

0.10

0.12 < 1 B.C.

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

c =

A0 =

= p =

= p =

r =

Mn adoptado =

b =

Pu / Pn =

Mu / Mn =

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0.90Tn = 291 kNTd = 262 kNTu = 15 kN

Tu < Td B.C.

L.- PUNTALES CUBIERTA

Fy = 235 MPaE = 200000 Mpa PERFIL: 2C 200x80x30x2G = 77200 Mpa

0.3 14.24 Wx = 87.83

-15 KN 16 cm Wy = 78.235 KN t = 0.2 cm rx = 7.85 cm

M = 1.0 kNm H = 20 cm ry = 6.63 cmLx = 670 cmLy = 670 cm Ix = 878.27 Z = 108

Kx = 1 Iy = 625.85Ky = 1Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 85 <= 200 B.C.L x k /r= 101 <= 200 B.C.

CLASIFICACION DE LA SECCION

Alas:b / tf = 77 > 33 →

160 → SECCION NO COMPACTAAlmas:

0.850.05 < 0.33 → 41

160hw / tw = 97 → SECCION NO COMPACTA

RESISTENCIA DE DISEÑO A FLEXO-COMPRESION

Resistencia a compresión:160

Φt =Fy Ag (10-1) =

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

µ = Ag = cm2 cm3

Pu(compr.) = B = cm3

Pu(tracción) =

cm4 cm3

cm4

p1.12xE/Fy)=r =

c =

(Pu/b Py) = p =r =

r =

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k = 0.900.8

Q = 1.00

0.84 <= 1.5

Fcr = 175 Mpa

Pn = 249 kN0.8

Pd = 200 kNPu = 15 kN

Pu < Pd B.C.

Resistencia nominal a flexión:Es el menor valor obtenido de los siguientes estados límites:

1- Estado límite de plastificación2- Verificación al pandeo lateral - torsional3- Verificación al pandeo local

1 - Estado límite de plastificación

My = 21 kNmMn=My=FyxS= 21 kNm <= 31 kNm B.C.

2- Verificación al pandeo lateral - torsional

313 cm2 Area encerrada por la línea media del espesor de pared.J = 2508 cm4 Módulo de torsión

Mr = 2064 kNcmLr = 243 cmLb = 670 cm

Lr < Lb →

Cb = 1

Mcr = 74806 kN.cmMn = Mcr = 748 kN.m

3- Verificación al pandeo local

Para alas:

77 > 33Mn = 21 kN.m

Para almas:

97.0 > 41< 160

Mn =Mp = 21 kN.m

21 kN.m

0.85

0.08 < 0.2

0.06

c = c=k L (Fy/E)/(π.r)

c Q =

c =

A0 =

= p =

= p =

r =

Mn adoptado =

b =

Pu / Pn =

Mu / Mn =

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0.10 < 1 B.C.

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.85Tn = 335 kNTd = 284 kNTu = 5 kN

Tu < Td B.C.

M.- CRUCES LATERALES

Fy = 235 MPaE = 200000 Mpa PERFIL: 2NPL 2-1/4" x 1/4" PG = 77200 Mpa

0.3 13.68 Wx = 13.5

5.7 cm Wy = 13.57.1 KN tw = tf = 0.635 cm rx = 2.37 cm

hw = 5.7 cm ry = 2.37 cmLx = 684 cmLy = 684 cm Ix = 77.13

Kx = 1 Iy = 77.13Ky = 1Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 289 <= 300 B.C.L x k /r= 289 <= 300 B.C.

CLASIFICACION DE LA SECCION

Alas:

b / tf = 8.976 < 16 → SECCIÓN COMPACTA

Almas:0.9

Φt =Fy Ag (10-1) =

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

µ = Ag = cm2 cm3

bf = cm3

Pu(tracción) =

cm4

cm4

250 / (Fy)0.5=

=

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0.02 < 0.125 → (1350 / Fy^0.5) (1-1.54 Pu / Φb Py) = 85

hw / tw = 8.976 < 85 → SECCIÓN COMPACTA

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.90Tn = 321 kNTd = 289 kNTu = 7 kN

Tu < Td B.C.

N.- CRUCES TECHO

Fy = 235 MPaE = 200000 Mpa PERFIL: 2NPL 2" x 1/4" PG = 77200 Mpa

0.3 12.12 Wx = 10.73

5.1 cm Wy = 10.738.3 KN tw = tf = 0.635 cm rx = 2.12 cm

hw = 5.1 cm ry = 2.12 cmLx = 627 cmLy = 627 cm Ix = 54.49

Kx = 1 Iy = 54.49Ky = 1Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 296 <= 300 B.C.L x k /r= 296 <= 300 B.C.

CLASIFICACION DE LA SECCION

Alas:

(Pu/b Py) =

Φt =Fy Ag (10-1) =

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

µ = Ag = cm2 cm3

bf = cm3

Pu(tracción) =

cm4

cm4

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b / tf = 8.031 < 16 → SECCIÓN COMPACTA

Almas:0.9

0.03 < 0.125 → (1350 / Fy^0.5) (1-1.54 Pu / Φb Py) = 84

hw / tw = 8.031 < 84 → SECCIÓN COMPACTA

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.90Tn = 285 kNTd = 256 kNTu = 8 kN

Tu < Td B.C.

O.- CRUCES SUPERIORES

Fy = 235 MPaE = 200000 Mpa PERFIL: 2NPL 2-1/4" x 1/4" PG = 77200 Mpa

0.3 13.68 Wx = 13.5

5.7 cm Wy = 13.516.7 KN tw = tf = 0.635 cm rx = 2.37 cm

hw = 5.7 cm ry = 2.37 cmLx = 595 cmLy = 595 cm Ix = 77.13

Kx = 1 Iy = 77.13Ky = 1Fu = 360 MPa

VERIFICACION ESBELTEZ

L x k /r= 251 <= 300 B.C.L x k /r= 251 <= 300 B.C.

250 / (Fy)0.5=

=

(Pu/b Py) =

Φt =Fy Ag (10-1) =

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

µ = Ag = cm2 cm3

bf = cm3

Pu(tracción) =

cm4

cm4

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CLASIFICACION DE LA SECCION

Alas:

b / tf = 8.976 < 16 → SECCIÓN COMPACTA

Almas:0.9

0.06 < 0.125 → (1350 / Fy^0.5) (1-1.54 Pu / Φb Py) = 80

hw / tw = 8.976 < 80 → SECCIÓN COMPACTA

RESISTENCIA DE DISEÑO A TRACCIONFluencia en la sección bruta:

0.90Tn = 321 kNTd = 289 kNTu = 17 kN

Tu < Td B.C.

250 / (Fy)0.5=

=

(Pu/b Py) =

Φt =Fy Ag (10-1) =

Se verifica solo a fluencia en la sección bruta debido a que al momento de armar la memoria no se diseño la unión de los distintos elementos.

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8.0 - VERIFICACION CORREAS TRAMO CENTRAL

DATOSDimensiones: a = 26.5 m

a = 20.6 mhp = 7 m

θ = 6º

Configuración estructural: Un tramo

Distancia entre apoyos: Lc = 6.7 m

Separación entre correas: Lc = 1.0 m

Carga permanente

Peso de la chapa y fijaciones: 0.08 kN/m² (Para T101 Cincalum Nº 22)

Peso de las correas: 0.15 kN/m (Supuesta)

0.22 kN/m

Sobrecarga

7 m² 1

F = 0,12 x Pendiente [%] = 1.3 1

0.96 kN/m²

0.95 kN/m

Viento

Presión de diseño kN/m2Wlong. Wtransv.

-0.4 0.49 -0.49

0.49 kN/m

-0.49 kN/m

COMBINACIONES DE CARGAS

Combinación 1:

2.19 kN/mM= 12.28 KNmV = 7.33 KN

Combinación 2:

1.40 kN/mM= 7.88 KNmV = 4.70 KN

1,2 x D + 1,5 Wp + 0,5 x Lr = 1.48 kN/m < 1,2 x D + 1,6 Lr + 0,8 W = 2.19 KNm Determinante

1,2 x D + 1,5 Ws + 0,5 x Lr = 0.01 kN/m < 1,2 x D + 1,6 Lr + 0,8 W = 2.19 KNm

Combinación 3: 0,9 x D + 1,5 x Wp

0.94 kN/m

M= 5.25 KNmV = 3.14 KN

Combinación 4: 0,9 x D + 1,5 x Ws

-0.53 kN/m

M= -2.99 KNm

V = -1.79 KN

Combinación 5: 1,2 x D + 1.6 Lr

Se determinarán las cargas actuantes sobre las correas según lineamientos expuestos en el CIRSOC 101-2005. Se realizará el dimensionamiento según CIRSOC 303-2005.

Se trata de una cubierta a dos aguas con una inclinación de 8,5º. Dado que las cargas gravitatorias especificadas en el reglamento actúan verticalmente, deberán descomponerse en las direcciones de los ejes principales de las correas para el cálculo de las solicitaciones.

Se utilizarán como medio de unión, tornillos auto-perforantes o auto-roscantes ubicados en el valle de plegado de la chapa, para que las correas puedan considerarse arriostradas en forma continua por el revestimiento. Lo que se logra mediante este sistema de fijación es evitar la deformación relativa entre perfiles y cubierta, de esta manera el conjunto actúa como diafragma.

Para garantizar la transmisión de las cargas entre perfiles y cubierta, se debe cumplir la condición expuesta en el Art. D.3.1.2 : “la resistencia de diseño total de las uniones en la longitud de la barra arriostrada a un tablero o revestimiento con capacidad para tomar fuerzas en su plano, será como mínimo el 5% de la fuerza de compresión mayorada para barras comprimidas o de la resultante de compresión mayorada en el ala de una barra flexionada.” También deberá verificarse la resistencia y rigidez del revestimiento actuando como diafragma según la Sección D.5.

Se adopta chapa T101 Nº22 y tornillos autoperforantes colocados en el valle de plegado. Los cálculos para verificar las condiciones anteriores se realizarán una vez conocidas las solicitaciones. El dimensionamiento de correas se hará bajo la hipótesis de que el conjunto se comporta como diafragma, y es la chapa la que absorbe las cargas actuantes en una dirección paralela su plano.

PPCH =

PPC =

qD = (Sc x PPCH + PPC ) cos θ =

Lr = 0,96 x R1 x R2 Siendo 0,58 ≤ Lr ≤ 0,96

At = Lc x scT = → R1 =

→ R2 =

Lr =

qLr = Lr x sc x cos2 θ =

qWP = WP x scT =

qWS = WS x scT =

1,2 x D + 1,6 x Lr + 0,8 x WP

q = 1,2xqD + 1,6xqLr + 0,8xqWP =

1,2 x D + 1,6 x Lr + 0,8 x WS

q = 1,2xqD + 1,6xqLr + 0,8xqWS =

q = 0,9xqD + 1,5xqWp =

q = 0,9xqD + 1,5xqWs =

Según el Art. 4.2 – Pág. 19 - CIRSOC 101-2005 para edificios industriales cualquier elemento estructural de la cubierta debe ser capaz de soportar una carga concentrada de 1kN ubicada en la posición mas desfavorable.

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1.00 kN

0.27 kN/m

3.18 KNm1.40 KN

DIMENSIONAMIENTO

MATERIAL

Acero F-24

E = 200000 MPa

G = 77200 MPa

Fy = 235 MPa

Fu = 412 MPa

μ = 0.30

SECCION ADOPTADA

Perfil: C-200-80-30-2.5

H= 200 mm h = 190 mmB = 80 mm b = 70 mmD = 30 mm d = 25 mmt = 2.5 mm r = 3.75 mm

R=t= 2.5 mm u = 5.89 mm

Ag = 10.09 cm² g = 7.9 kg/m

Ix= 625.89cm4 Iy= 94.39cm4rx = 7.88cm

Sx= 62.59cm3xg = 25.3 mm

INCREMENTO DE LA RESISTENCIA DEBIDO AL CONFORMADO EN FRIO

donde:

1.75 > 1,2 → OKR/t = 1 < 7 → OK

2.16 m= 0.27 508.05 MPaC = 0.110

265.1 MPa

Luego, la resistencia de la pieza puede ser determinada teniendo en cuenta los efectos del fenómeno de inestabilidad elástica.

Relaciones máximas entre ancho plano y espesor de elementos comprimidos

Ala: b/t = 28.0 < 60 (elemento comp. rigidizado vinculado al alma y a un labio)Labio: d/t = 76.0 < 60 (elemento no rigidizado)

Relación máxima entre altura del alma y su espesor

h/t = 76.0 < 200 (almas no rigidizadas)

VERIFICACION DE LA EFECTIVIDAD DE LA SECCION A FLEXIÓN

Efectividad del elemento uniformemente comprimido con rigidizador de borde (ala)

Se realizará el cálculo del ancho efectivo del ala comprimida según Art. B.4.2 – Pág. 25:

235 MPa

P Lr =

q = 1,2xqD =

M=V =

Los cálculos para el dimensionamiento de las correas se realizarán en base a los lineamientos expuestos en el Reglamento CIRSOC 303-2005 – Reglamento Argentino de elementos estructurales de acero de sección abierta conformados en frío.

Fya = C.Fyc + (1-C).Fyf

promedio del acero en las secciones transversales

C: Relación entre el área total de la sección en las esquinas del ala comprimida y el área total de la sección transversal completa del ala comprimida.Fyf: Tensión de fluencia a tracción del acero virgen de las partes planas.Fyc: Tensión de fluencia de las esquinas.Fyv: Tensión de fluencia del acero virgen.Fuv: Tensión de rotura a tracción del acero virgen.

Fyc = Bc.Fyv/(R/t)m

Esta ecuación puede aplicarse sólo cuando Fuv/Fyv ≥ 1,2; (R/t) ≤ 7 y el ángulo comprendido es menor que 120º.

Fuv/Fyv =

Bc = Fyc =

Fya =

Los elementos de la sección transversal de un perfil conformado en frío son delgados, relación ancho-espesor es alta, y debido a esto pueden pandear localmente a una tensión menor que la de fluencia cuando resultan comprimidos. Por ello, en el reglamento se exigen requerimientos de proyecto para las relaciones ancho-espesor y se exponen las ecuaciones necesarias para determinar el ancho efectivo de cada elemento, considerando la resistencia postcrítica.

Los valores máximos indicados buscan mantener la flexibilidad y la deformabilidad dentro de límites aceptables, ya que las grandes deformaciones de los elementos de la sección transversal pueden invalidar las ecuaciones de diseño establecidas en el Reglamento. Según Art. B.1.1.(a) – Pág. 15:

Se especifican limites para la esbeltez del alma, basados en su capacidad de transmisión de las cargas concentradas sin que se produzca el pandeo local. Según el Art. B.1.2 – Pág. 17:

Para analizar el comportamiento estructural del ala, se la considera una placa comprimida apoyada en sus bordes longitudinales, paralelos a la dirección de aplicación de la carga.

Las fibras longitudinales centrales pandean cuando se alcanza la tensión crítica de pandeo, sin embargo las fibras próximas a los bordes se mantienen rectas, lo que les permite tomar cargas hasta llegar a la tensión de fluencia.

Cuando en las franjas centrales se inicia la abolladura, su deformación comienza a ser limitada por la resistencia a tracción de las franjas transversales de la placa actuando como membrana, esto da lugar a una redistribución de tensiones. Ante un incremento de carga, la tensión en las fibras centrales se mantiene constante, y se tranfiere el esfuerzo a las fibras vecinas.

El colapso se produce cuando la franja de borde alcanza la tensión de fluencia. Para los cálculos, se reemplaza la distribución de tensiones resultante por una distribución uniforme actuando sobre un ancho efectivo be, de modo que resulte una fuerza de compresión equivalente.

Es importante que los rigidizadores aseguren la indeformabilidad de los bordes del ala comprimida. Uno de los bordes queda rigidizado por al alma, y se utiliza un labio simple para proporcionar apoyo continuo a lo largo del otro borde. El labio debe ser lo suficientemente rígido, de lo contrario pandea en dirección perpendicular al plano del ala.

Se supone f = Fy =

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S = 37.34 cm3

El límite S es la máxima relación (b/t) para que el elemento rigidizado sea totalmente efectivo.Luego para verificar la rigidez del labio:

b/t = 28 ≤ 0,328.S 0.33 cm4

0.117 cm4

2.78Ri = 1.00

Por último para la determinación del ancho efectivo:

n = 0.39D/b = 0.43

k = 3.11716 MPa

λ = 0.5770 mm Ala totalmente efectiva ( a )35 mm35 mm

Efectividad del elemento rigidizador de borde con tensiones variables (labio)

235 MPa (Según B.2.1.(a) – Pág. 18, con k = 0.43)777 MPa

λ = 0.55 ≤ 0,67325 mm Labio totalmente efectivo ( b )

Efectividad del elemento rigidizado con tensiones linealmente variables (alma)

A fin de unificar los procedimientos para alas comprimidas y almas, el reglamento aplica el concepto de altura efectiva.

Según B.2.3 – Pág. 20, con flexión simple por lo que f1 = f2:

223 MPa

Ψ = 1.00k = 24

751 MPaλ = 0.55 ≤ 0,673

190 mm Alma totalmente efectiva ( c )2.5 < 4

48 mm95 mm

143 mm < hc ( d)

donde hc es la porción comprimida del alma en base a la sección efectiva.

Por (a), (b), (c) y (d) → SECCION TOTALMENTE EFECTIVA

RESISTENCIA DE DISEÑO A FLEXIÓN

(a) Ala comprimida arriostrada en forma continua:

62.59cm3Mn = 14.71 kNm

0.9513.97 kNm

Combinación1 12.282 7.883 5.254 -2.995 3.18

12.28 kNm ≤Md→OK

(b) Ala comprimida no arriostrada por la chapa:

0.90

Se colocarán dos líneas de tillas en los tercios del tramo, por lo que Ly = 2 m

Combinación

1 12.28 11.94 12.28 11.94 1.01

2 7.88 7.66 7.88 7.66 1.01

3 5.25 5.11 5.25 5.11 1.01

4 -2.99 2.91 -2.99 2.91 1.01

5 3.18 3.42 3.18 3.42 0.97

Fe FcMn = Sc*Fc Md=Φb .Mn Mu

(Mpa) (Mpa)

1 604.86 232.93 14.58 13.12 12.28 Ok

2 604.86 232.93 14.58 13.12 7.88 Ok

Is =

Ia =

Is / Ia =

Fcr =

be =be1 =be2 =

Para un elemento no rigidizado, la relación b/t para la cual se produce el abolladura local es mucho menor que para un elemento rigidizado. Esto se debe a sus condiciones de apoyo. Cuando los rigidizadores de borde se disponen hacia adentro o hacia afuera de la línea del ala, se encuentran sometidos a una tensión de compresión variable proporcionalmente a la distancia al eje neutro.Sin embargo, ciertas investigaciones realizadas demostraron que existe una buena correlación entre la capacidad determinada mediante ensayos y la capacidad calculada considerando al rigidizador como un elemento uniformemente comprimido, con una tensión f igual a la máxima tensión de compresión en el elemento.

Se supone f3 = Fy =Fcr =

be =

Cuando una viga está sometida a momento flector la porción comprimida del alma puede fallar por pandeo. La tensión crítica de pandeo elástica teórica para una placa rectangular en flexión simple se puede calcular mediante la misma expresión que para una placa uniformemente comprimida, reemplazando b/t por h/t y adoptando el coeficiente de abolladura correspondiente a placa flexionada con apoyos simples.

La diferencia entre las expresiones utilizadas en caso de que h0/b0 sea mayor o menor que 4, responden a la incidencia del ala sobre el giro del alma.

f1 = f2 =

Fcr =

be =h0/b0 =

be1 =be2 =

be1 + be2 =

Módulo resistente elástica de la sección efectiva: Sex =

Para el ala comprimida rigidizada: Φb =Md =

Mtr [kNm]

Mu =

Mn = Sc.Fc.10-3 Φb =

Mmáx MA MB MC Cb

Combinación

Md ≥ Mu

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3 604.86 232.93 14.58 13.12 5.25 Ok

4 604.86 232.93 14.58 13.12 -2.99 Ok

5 576.17 231.53 14.49 13.04 3.18 Ok

RESISTENCIA DE DISEÑO A CORTE

Tensión nominal de corteÁrea del alma de la barra = h.t

0.95

5.34

h/t = 76.00

133 MPa

60 MPa

7.33 MPa ≤ Vd → OK

RESISTENCIA DE DISEÑO A FLEXIÓN Y CORTE COMBINADOS

0.79 ≤ 1 → OK

VERIFICACIÓN DEL COMPORTAMIENTO COMO DIAFRAGMA

f = Mu / Sx = 196.17 MPa

3.29 cm²

64.63 kN

ARRIOSTRAMIENTOS DE LAS CORREAS

PL = (0,05.α.cosθ – senθ).W

donde:

W: Carga vertical total mayorada soportada por todas las líneas de correas arriostradas.α = +1/-1 según orientación de las alas de las correas (ascendente/descendente)θ: Ángulo entre la vertical y el plano del alma de la sección C.

α = -1 (Alas orientadas en sentido descendente)θ = 6.0º

Combinación W(kN) PL [kN]

1 -4.89 0.75

2 -3.14 0.48

3 -2.09 0.32

4 1.19 -0.18

5 -0.60 0.09

0.75 kN

10 Cantidad de vanos entre correas: n

9.05

24.12 Inclinación de tillas extremas: β

10.15

0.75 kN

(a) Dimensionamiento tillas rectas

MATERIAL

Fu = 260 MPa

La resistencia nominal a rotura en la sección neta será:

Adoptando:

12 mm

29.41 kN0.75

Td = Tn .Φt = 22.05 kN ≥Ru → OK

Donde:Area neta de la secciónTensión de rotura del materialResistencia nominal a tracción

Td = Resistencia de diseño a tracción

La resistencia nominal al corte: Vn = Aw.Fv.(10)-1

La resistencia de diseño al corte: Vd = Φv.Vn

Fv:

Aw:

Φv=

kv =

Fv =

Vd =

Vu =

Aala comp = (b+2u+2d) x t =

P = f x Aala comp =

PL máx.

Tracción máxima en tillas rectas: Trecta

Tracción máxima en tillas inclinadas: Tincl

Compresión máxima en los puntales extremos: Cp

Se adopta acero de tipo SAE-1020, cuya resistencia se puede considerar equivalente a la resistencia a tracción de un bulón ASTM-A-307. De la tabla J.3.2 del CIRSOC 301 se obtiene Fu.

Φr =

Tn = An.Fu.10-1 =Φt=

An =Fu =T

n =

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MEMORIA DE CÁLCULO P.100.1504.043.51

9.0 - VERIFICACION CORREAS TRAMO CENTRAL

DATOSDimensiones: a = 26.5 m

a = 20.6 mhp = 7 m

θ = 6º

Configuración estructural: Un tramo

Distancia entre apoyos: Lc = 5.0 m

Separación entre correas: Lc = 1.0 m

Carga permanente

Peso de la chapa y fijaciones: 0.08 kN/m² (Para T101 Cincalum Nº 22)

Peso de las correas: 0.15 kN/m (Supuesta)

0.22 kN/m

Sobrecarga

5 m² 1

F = 0,12 x Pendiente [%] = 1.3 1

0.96 kN/m²

0.95 kN/m

Viento

Presión de diseño kN/m2Wlong. Wtransv.

-0.4 0.49 -0.49

0.49 kN/m

-0.49 kN/m

COMBINACIONES DE CARGAS

Combinación 1:

2.19 kN/mM= 6.70 KNmV = 5.42 KN

Combinación 2:

1.40 kN/mM= 4.30 KNmV = 3.48 KN

1,2 x D + 1,5 Wp + 0,5 x Lr = 1.48 kN/m < 1,2 x D + 1,6 Lr + 0,8 W = 2.19 KNm Determinante

1,2 x D + 1,5 Ws + 0,5 x Lr = 0.01 kN/m < 1,2 x D + 1,6 Lr + 0,8 W = 2.19 KNm

Combinación 3: 0,9 x D + 1,5 x Wp

0.94 kN/m

M= 2.87 KNmV = 2.32 KN

Combinación 4: 0,9 x D + 1,5 x Ws

-0.53 kN/m

M= -1.63 KNm

V = -1.32 KN

Combinación 5: 1,2 x D + 1.6 Lr

Se determinarán las cargas actuantes sobre las correas según lineamientos expuestos en el CIRSOC 101-2005. Se realizará el dimensionamiento según CIRSOC 303-2005.

Se trata de una cubierta a dos aguas con una inclinación de 8,5º. Dado que las cargas gravitatorias especificadas en el reglamento actúan verticalmente, deberán descomponerse en las direcciones de los ejes principales de las correas para el cálculo de las solicitaciones.

Se utilizarán como medio de unión, tornillos auto-perforantes o auto-roscantes ubicados en el valle de plegado de la chapa, para que las correas puedan considerarse arriostradas en forma continua por el revestimiento. Lo que se logra mediante este sistema de fijación es evitar la deformación relativa entre perfiles y cubierta, de esta manera el conjunto actúa como diafragma.

Para garantizar la transmisión de las cargas entre perfiles y cubierta, se debe cumplir la condición expuesta en el Art. D.3.1.2 : “la resistencia de diseño total de las uniones en la longitud de la barra arriostrada a un tablero o revestimiento con capacidad para tomar fuerzas en su plano, será como mínimo el 5% de la fuerza de compresión mayorada para barras comprimidas o de la resultante de compresión mayorada en el ala de una barra flexionada.” También deberá verificarse la resistencia y rigidez del revestimiento actuando como diafragma según la Sección D.5.

Se adopta chapa T101 Nº22 y tornillos autoperforantes colocados en el valle de plegado. Los cálculos para verificar las condiciones anteriores se realizarán una vez conocidas las solicitaciones. El dimensionamiento de correas se hará bajo la hipótesis de que el conjunto se comporta como diafragma, y es la chapa la que absorbe las cargas actuantes en una dirección paralela su plano.

PPCH =

PPC =

qD = (Sc x PPCH + PPC ) cos θ =

Lr = 0,96 x R1 x R2 Siendo 0,58 ≤ Lr ≤ 0,96

At = Lc x scT = → R1 =

→ R2 =

Lr =

qLr = Lr x sc x cos2 θ =

qWP = WP x scT =

qWS = WS x scT =

1,2 x D + 1,6 x Lr + 0,8 x WP

q = 1,2xqD + 1,6xqLr + 0,8xqWP =

1,2 x D + 1,6 x Lr + 0,8 x WS

q = 1,2xqD + 1,6xqLr + 0,8xqWS =

q = 0,9xqD + 1,5xqWp =

q = 0,9xqD + 1,5xqWs =

Según el Art. 4.2 – Pág. 19 - CIRSOC 101-2005 para edificios industriales cualquier elemento estructural de la cubierta debe ser capaz de soportar una carga concentrada de 1kN ubicada en la posición mas desfavorable.

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1.00 kN

0.27 kN/m

2.06 KNm1.16 KN

DIMENSIONAMIENTO

MATERIAL

Acero F-24

E = 200000 MPa

G = 77200 MPa

Fy = 235 MPa

Fu = 412 MPa

μ = 0.30

SECCION ADOPTADA

Perfil: C-200-80-30-2

H= 200 mm h = 192 mmB = 80 mm b = 72 mmD = 30 mm d = 26 mmt = 2 mm r = 3.00 mm

R=t= 2 mm u = 4.71 mm

Ag = 8.14 cm² g = 6.4 kg/m

Ix= 508.68cm4 Iy= 77.42cm4rx = 7.91cm

Sx= 50.87cm3xg = 25.6 mm

INCREMENTO DE LA RESISTENCIA DEBIDO AL CONFORMADO EN FRIO

donde:

1.75 > 1,2 → OKR/t = 1 < 7 → OK

2.16 m= 0.27 508.05 MPaC = 0.088

258.9 MPa

Luego, la resistencia de la pieza puede ser determinada teniendo en cuenta los efectos del fenómeno de inestabilidad elástica.

Relaciones máximas entre ancho plano y espesor de elementos comprimidos

Ala: b/t = 36.0 < 60 (elemento comp. rigidizado vinculado al alma y a un labio)Labio: d/t = 96.0 < 60 (elemento no rigidizado)

Relación máxima entre altura del alma y su espesor

h/t = 96.0 < 200 (almas no rigidizadas)

VERIFICACION DE LA EFECTIVIDAD DE LA SECCION A FLEXIÓN

Efectividad del elemento uniformemente comprimido con rigidizador de borde (ala)

Se realizará el cálculo del ancho efectivo del ala comprimida según Art. B.4.2 – Pág. 25:

235 MPa

P Lr =

q = 1,2xqD =

M=V =

Los cálculos para el dimensionamiento de las correas se realizarán en base a los lineamientos expuestos en el Reglamento CIRSOC 303-2005 – Reglamento Argentino de elementos estructurales de acero de sección abierta conformados en frío.

Fya = C.Fyc + (1-C).Fyf

promedio del acero en las secciones transversales

C: Relación entre el área total de la sección en las esquinas del ala comprimida y el área total de la sección transversal completa del ala comprimida.Fyf: Tensión de fluencia a tracción del acero virgen de las partes planas.Fyc: Tensión de fluencia de las esquinas.Fyv: Tensión de fluencia del acero virgen.Fuv: Tensión de rotura a tracción del acero virgen.

Fyc = Bc.Fyv/(R/t)m

Esta ecuación puede aplicarse sólo cuando Fuv/Fyv ≥ 1,2; (R/t) ≤ 7 y el ángulo comprendido es menor que 120º.

Fuv/Fyv =

Bc = Fyc =

Fya =

Los elementos de la sección transversal de un perfil conformado en frío son delgados, relación ancho-espesor es alta, y debido a esto pueden pandear localmente a una tensión menor que la de fluencia cuando resultan comprimidos. Por ello, en el reglamento se exigen requerimientos de proyecto para las relaciones ancho-espesor y se exponen las ecuaciones necesarias para determinar el ancho efectivo de cada elemento, considerando la resistencia postcrítica.

Los valores máximos indicados buscan mantener la flexibilidad y la deformabilidad dentro de límites aceptables, ya que las grandes deformaciones de los elementos de la sección transversal pueden invalidar las ecuaciones de diseño establecidas en el Reglamento. Según Art. B.1.1.(a) – Pág. 15:

Se especifican limites para la esbeltez del alma, basados en su capacidad de transmisión de las cargas concentradas sin que se produzca el pandeo local. Según el Art. B.1.2 – Pág. 17:

Para analizar el comportamiento estructural del ala, se la considera una placa comprimida apoyada en sus bordes longitudinales, paralelos a la dirección de aplicación de la carga.

Las fibras longitudinales centrales pandean cuando se alcanza la tensión crítica de pandeo, sin embargo las fibras próximas a los bordes se mantienen rectas, lo que les permite tomar cargas hasta llegar a la tensión de fluencia.

Cuando en las franjas centrales se inicia la abolladura, su deformación comienza a ser limitada por la resistencia a tracción de las franjas transversales de la placa actuando como membrana, esto da lugar a una redistribución de tensiones. Ante un incremento de carga, la tensión en las fibras centrales se mantiene constante, y se tranfiere el esfuerzo a las fibras vecinas.

El colapso se produce cuando la franja de borde alcanza la tensión de fluencia. Para los cálculos, se reemplaza la distribución de tensiones resultante por una distribución uniforme actuando sobre un ancho efectivo be, de modo que resulte una fuerza de compresión equivalente.

Es importante que los rigidizadores aseguren la indeformabilidad de los bordes del ala comprimida. Uno de los bordes queda rigidizado por al alma, y se utiliza un labio simple para proporcionar apoyo continuo a lo largo del otro borde. El labio debe ser lo suficientemente rígido, de lo contrario pandea en dirección perpendicular al plano del ala.

Se supone f = Fy =

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S = 37.34 cm3

El límite S es la máxima relación (b/t) para que el elemento rigidizado sea totalmente efectivo.Luego para verificar la rigidez del labio:

b/t = 36 ≤ 0,328.S 0.27 cm4

0.164 cm4

1.62Ri = 1.00

Por último para la determinación del ancho efectivo:

n = 0.34D/b = 0.42

k = 3.17442 MPa

λ = 0.7369 mm Ala totalmente efectiva ( a )34 mm34 mm

Efectividad del elemento rigidizador de borde con tensiones variables (labio)

235 MPa (Según B.2.1.(a) – Pág. 18, con k = 0.43)460 MPa

λ = 0.71 > 0,67325 mm

Efectividad del elemento rigidizado con tensiones linealmente variables (alma)

A fin de unificar los procedimientos para alas comprimidas y almas, el reglamento aplica el concepto de altura efectiva.

Según B.2.3 – Pág. 20, con flexión simple por lo que f1 = f2:

226 MPa

Ψ = 1.00k = 24

471 MPaλ = 0.69 ≤ 0,673

189 mm Alma totalmente efectiva ( c )2.5 < 4

47 mm95 mm

142 mm < hc ( d)

donde hc es la porción comprimida del alma en base a la sección efectiva.

Por (a), (b), (c) y (d) → SECCION TOTALMENTE EFECTIVA

RESISTENCIA DE DISEÑO A FLEXIÓN

(a) Ala comprimida arriostrada en forma continua:

50.87cm3Mn = 11.95 kNm

0.9511.36 kNm

Combinación1 6.702 4.303 2.874 -1.635 2.06

6.70 kNm ≤Md→OK

(b) Ala comprimida no arriostrada por la chapa:

0.90

Se colocarán dos líneas de tillas en los tercios del tramo, por lo que Ly = 2 m

Combinación

1 6.70 6.28 6.70 6.28 1.03

2 4.30 4.03 4.30 4.03 1.03

3 2.87 2.69 2.87 2.69 1.03

4 -1.63 1.53 -1.63 1.53 1.03

5 2.06 1.70 2.06 1.70 1.09

Fe FcMn = Sc*Fc Md=Φb .Mn Mu

(Mpa) (Mpa)

1 505.64 227.40 11.57 10.41 6.70 Ok

2 505.64 227.40 11.57 10.41 4.30 Ok

Is =

Ia =

Is / Ia =

Fcr =

be =be1 =be2 =

Para un elemento no rigidizado, la relación b/t para la cual se produce el abolladura local es mucho menor que para un elemento rigidizado. Esto se debe a sus condiciones de apoyo. Cuando los rigidizadores de borde se disponen hacia adentro o hacia afuera de la línea del ala, se encuentran sometidos a una tensión de compresión variable proporcionalmente a la distancia al eje neutro.Sin embargo, ciertas investigaciones realizadas demostraron que existe una buena correlación entre la capacidad determinada mediante ensayos y la capacidad calculada considerando al rigidizador como un elemento uniformemente comprimido, con una tensión f igual a la máxima tensión de compresión en el elemento.

Se supone f3 = Fy =Fcr =

be =

Cuando una viga está sometida a momento flector la porción comprimida del alma puede fallar por pandeo. La tensión crítica de pandeo elástica teórica para una placa rectangular en flexión simple se puede calcular mediante la misma expresión que para una placa uniformemente comprimida, reemplazando b/t por h/t y adoptando el coeficiente de abolladura correspondiente a placa flexionada con apoyos simples.

La diferencia entre las expresiones utilizadas en caso de que h0/b0 sea mayor o menor que 4, responden a la incidencia del ala sobre el giro del alma.

f1 = f2 =

Fcr =

be =h0/b0 =

be1 =be2 =

be1 + be2 =

Módulo resistente elástica de la sección efectiva: Sex =

Para el ala comprimida rigidizada: Φb =Md =

Mtr [kNm]

Mu =

Mn = Sc.Fc.10-3 Φb =

Mmáx MA MB MC Cb

Combinación

Md ≥ Mu

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3 505.64 227.40 11.57 10.41 2.87 Ok

4 505.64 227.40 11.57 10.41 -1.63 Ok

5 535.49 229.28 11.66 10.50 2.06 Ok

RESISTENCIA DE DISEÑO A CORTE

Tensión nominal de corteÁrea del alma de la barra = h.t

0.95

5.34

h/t = 96.00

104 MPa

38 MPa

5.42 MPa ≤ Vd → OK

RESISTENCIA DE DISEÑO A FLEXIÓN Y CORTE COMBINADOS

0.37 ≤ 1 → OK

VERIFICACIÓN DEL COMPORTAMIENTO COMO DIAFRAGMA

f = Mu / Sx = 131.75 MPa

2.67 cm²

35.16 kN

ARRIOSTRAMIENTOS DE LAS CORREAS

PL = (0,05.α.cosθ – senθ).W

donde:

W: Carga vertical total mayorada soportada por todas las líneas de correas arriostradas.α = +1/-1 según orientación de las alas de las correas (ascendente/descendente)θ: Ángulo entre la vertical y el plano del alma de la sección C.

α = -1 (Alas orientadas en sentido descendente)θ = 6.0º

Combinación W(kN) PL [kN]

1 -5.42 0.84

2 -3.48 0.54

3 -2.32 0.36

4 1.32 -0.20

5 -0.66 0.10

0.84 kN

10 Cantidad de vanos entre correas: n

9.05

22.00 Inclinación de tillas extremas: β

12.26

0.84 kN

(a) Dimensionamiento tillas rectas

MATERIAL

Fu = 260 MPa

La resistencia nominal a rotura en la sección neta será:

Adoptando:

12 mm

29.41 kN0.75

Td = Tn .Φt = 22.05 kN ≥Ru → OK

Donde:Area neta de la secciónTensión de rotura del materialResistencia nominal a tracción

Td = Resistencia de diseño a tracción

La resistencia nominal al corte: Vn = Aw.Fv.(10)-1

La resistencia de diseño al corte: Vd = Φv.Vn

Fv:

Aw:

Φv=

kv =

Fv =

Vd =

Vu =

Aala comp = (b+2u+2d) x t =

P = f x Aala comp =

PL máx.

Tracción máxima en tillas rectas: Trecta

Tracción máxima en tillas inclinadas: Tincl

Compresión máxima en los puntales extremos: Cp

Se adopta acero de tipo SAE-1020, cuya resistencia se puede considerar equivalente a la resistencia a tracción de un bulón ASTM-A-307. De la tabla J.3.2 del CIRSOC 301 se obtiene Fu.

Φr =

Tn = An.Fu.10-1 =Φt=

An =Fu =T

n =

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10.0 - PERNOS Y PLACA DE ANCLAJE

MATERIALES

Cód. Calidad(Kg/cm2) (Kg/cm2)

Pernos/Bulones 13 SAE 1045 1875 1125

Perfiles 24 F24 1500 918.8

Placa 24 F24 1500 918.8

Soldadura. 950 850

SOLICITACIONES

Mx(kgm)= 0

My(kgm)= 0

Qx (kg)= -2645

Qy (kg)= 0

N (kg)= -7181

GEOMETRIA

Columna:dx = 8 cmdy = 12 cm

Sep. Pernos: Separacion adoptada:ex= 14.4 cm ex= 15 cmey= 18.4 cm ey= 19 cm

Cant. Pernos:Cant./eje= 4 cmCant./eje= 4 cm Cant. total= 4

PERNOSF máx.= -1795.1 KgF mín.= -1795.1 Kg

Q máx.= 661.1 Kg

Cód. 7 Diám.Nominal= 5/8" 1.59 cm Diám. Efect.= 1.318 cm Area= 1.364 cm2

-1316.5 kg/cm2

-1316.5 kg/cm2 B.C.

484.9 kg/cm2 B.C.

PLACA DE ANCLAJE

Cód. 6e placa = 1/2" 1.27 cm

a placa(cm)= 3.175 → Adopto: a = 5 cmb (cm) = 21.35 → Adopto: b = 22 cmc (cm) = 25.35 → Adopto: c = 26 cmR (kg) = 1795z.(cm)= 3.175

M=Rz(kgcm)= 2850W (cm3) = a e2 / 6 = 2.688

1060 B.C.

adm. adm.

máx. =

mín. =

máx. =

t. Acero (kg/cm2)=

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11.0 - NARIZ DE CORTE

MATERIALESCod. Calidad

(Kg/cm2) (Kg/cm2)

Perfiles 24 F24 1500 918.75Tensión Máxima de Compresión en el Hormigón H-30 100

PERFIL ADOPTADO

Cod. I103 NPI 120

Area A = 14.2 cm2Peso G = 11.1 kg/m

Ala b = 58 mmAlma h = 120 mm

Espesor Alma d = 5.1 mmEspesor Ala t = 7.7 mm

Mod. Resistente x Wx = 54.7 cm4Mod. Resistente y Wy = 7.41 cm4

ANCHO DE CONTACTO CON Hºbx = 5.8 cmbz = 12 cm

SOLICITACIONES Qx (kg)= -2645Qy (kg)= 0

LONGITUD MAXIMALx (cm)= 18Ly (cm)= 0

Lx/y máx. = 18 cm L adoptada = 25 cm

GEOMETRIAAx (cm2) = 145 Wx (cm3) = 604.17Ay (cm2) = 300 Wx (cm3) = 1250

SOLICITACIONES EN NARIZ DE CORTE

po x = -73pu x = 36x1 x = 8.333x2 x = 8.333

Mmax x = 9796

poy = 0.182pu y = 0x1 y = 0x2y = 0

Mmax y = 0

TENSIONES DE CONTACTO

1322 Kg/cm2 B.C.

adm. adm.

σ =

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cm2

Hoja

Hoja

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MEMORIA DE CÁLCULO P.100.1504.043.51

ANEXO I - ENTRADA DE DATOS STAAD PRO

STAAD SPACE DXF IMPORT OF NAVE METALICA.DXFSTART JOB INFORMATIONENGINEER DATE 22-Oct-15END JOB INFORMATIONINPUT WIDTH 79SET ITERLIM 500UNIT METER KGJOINT COORDINATES274 0.6 0.1 -26.5; 275 7.2105e-012 0.775 -26.5; 276 0.6 1.45 -26.5;277 0.6 2.8 -26.5; 278 7.2105e-012 2.125 -26.5; 279 7.2105e-012 3.475 -26.5;280 0.6 4.15 -26.5; 281 0.6 5.5 -26.5; 282 7.2105e-012 4.825 -26.5;283 7.4433e-012 4.15 -26.5; 286 6.9776e-012 6.44255 -26.5; 287 10.3 5.5 -26.5;288 10.3 7.5 -26.5; 289 8.68333 5.5 -26.5; 291 7.06667 5.5 -26.5;293 5.45 5.5 -26.5; 295 3.83333 5.5 -26.5; 297 2.21667 5.5 -26.5;302 20 0.1 -26.5; 303 20.6 0.775 -26.5; 304 20 1.45 -26.5; 305 20 2.8 -26.5;306 20.6 2.125 -26.5; 307 20.6 3.475 -26.5; 308 20 4.15 -26.5;309 20 5.5 -26.5; 310 20.6 4.825 -26.5; 311 20.6 4.15 -26.5;314 20.6 6.44255 -26.5; 315 11.9167 5.5 -26.5; 317 13.5333 5.5 -26.5;319 15.15 5.5 -26.5; 321 16.7667 5.5 -26.5; 323 18.3833 5.5 -26.5;330 7.2105e-012 5.5 -26.5; 331 20.6 5.5 -26.5; 343 7.26119e-012 0.1 -26.5;350 20.6 0.1 -26.5; 351 0.6 6.50415 -26.5; 352 8.68333 7.33402 -26.5;353 7.06667 7.16805 -26.5; 354 5.45 7.00207 -26.5; 355 3.83333 6.8361 -26.5;356 2.21667 6.67012 -26.5; 357 20 6.50415 -26.5; 358 11.9167 7.33402 -26.5;359 13.5333 7.16805 -26.5; 360 15.15 7.00207 -26.5; 361 16.7667 6.8361 -26.5;362 18.3833 6.67013 -26.5; 363 0.6 0.1 -21.55; 364 7.2105e-012 0.775 -21.55;365 0.6 1.45 -21.55; 366 0.6 2.8 -21.55; 367 7.2105e-012 2.125 -21.55;368 7.2105e-012 3.475 -21.55; 369 0.6 4.15 -21.55; 370 0.6 5.5 -21.55;371 7.2105e-012 4.825 -21.55; 372 7.4433e-012 4.15 -21.55;373 6.9776e-012 6.44255 -21.55; 374 10.3 5.5 -21.55; 375 10.3 7.5 -21.55;376 8.68333 5.5 -21.55; 377 7.06667 5.5 -21.55; 378 5.45 5.5 -21.55;379 3.83333 5.5 -21.55; 380 2.21667 5.5 -21.55; 381 20 0.1 -21.55;382 20.6 0.775 -21.55; 383 20 1.45 -21.55; 384 20 2.8 -21.55;385 20.6 2.125 -21.55; 386 20.6 3.475 -21.55; 387 20 4.15 -21.55;388 20 5.5 -21.55; 389 20.6 4.825 -21.55; 390 20.6 4.15 -21.55;391 20.6 6.44255 -21.55; 392 11.9167 5.5 -21.55; 393 13.5333 5.5 -21.55;394 15.15 5.5 -21.55; 395 16.7667 5.5 -21.55; 396 18.3833 5.5 -21.55;397 7.2105e-012 5.5 -21.55; 398 20.6 5.5 -21.55; 399 7.26119e-012 0.1 -21.55;400 20.6 0.1 -21.55; 401 0.6 6.50415 -21.55; 402 8.68333 7.33402 -21.55;403 7.06667 7.16805 -21.55; 404 5.45 7.00207 -21.55; 405 3.83333 6.8361 -21.55;406 2.21667 6.67012 -21.55; 407 20 6.50415 -21.55; 408 11.9167 7.33402 -21.55;409 13.5333 7.16805 -21.55; 410 15.15 7.00207 -21.55;411 16.7667 6.8361 -21.55; 412 18.3833 6.67013 -21.55; 413 0.6 0.1 -16.6;414 7.2105e-012 0.775 -16.6; 415 0.6 1.45 -16.6; 416 0.6 2.8 -16.6;417 7.2105e-012 2.125 -16.6; 418 7.2105e-012 3.475 -16.6; 419 0.6 4.15 -16.6;420 0.6 5.5 -16.6; 421 7.2105e-012 4.825 -16.6; 422 7.4433e-012 4.15 -16.6;423 6.9776e-012 6.44255 -16.6; 424 10.3 5.5 -16.6; 425 10.3 7.5 -16.6;426 8.68333 5.5 -16.6; 427 7.06667 5.5 -16.6; 428 5.45 5.5 -16.6;429 3.83333 5.5 -16.6; 430 2.21667 5.5 -16.6; 431 20 0.1 -16.6;432 20.6 0.775 -16.6; 433 20 1.45 -16.6; 434 20 2.8 -16.6;435 20.6 2.125 -16.6; 436 20.6 3.475 -16.6; 437 20 4.15 -16.6;438 20 5.5 -16.6; 439 20.6 4.825 -16.6; 440 20.6 4.15 -16.6;441 20.6 6.44255 -16.6; 442 11.9167 5.5 -16.6; 443 13.5333 5.5 -16.6;444 15.15 5.5 -16.6; 445 16.7667 5.5 -16.6; 446 18.3833 5.5 -16.6;447 7.2105e-012 5.5 -16.6; 448 20.6 5.5 -16.6; 449 7.26119e-012 0.1 -16.6;450 20.6 0.1 -16.6; 451 0.6 6.50415 -16.6; 452 8.68333 7.33402 -16.6;453 7.06667 7.16805 -16.6; 454 5.45 7.00207 -16.6; 455 3.83333 6.8361 -16.6;456 2.21667 6.67012 -16.6; 457 20 6.50415 -16.6; 458 11.9167 7.33402 -16.6;459 13.5333 7.16805 -16.6; 460 15.15 7.00207 -16.6; 461 16.7667 6.8361 -16.6;462 18.3833 6.67013 -16.6; 463 0.6 0.1 -9.9; 464 7.2105e-012 0.775 -9.9;465 0.6 1.45 -9.9; 466 0.6 2.8 -9.9; 467 7.2105e-012 2.125 -9.9;468 7.2105e-012 3.475 -9.9; 469 0.6 4.15 -9.9; 470 0.6 5.5 -9.9;

COQUERIA - SUBPRODUCTOS - CADI SC.SVG.ALDE.DQUI-SCA10007_0A Hoja

TECHO PARA ALMACENAMIENTO DE PROD. QUIMICOS 0

ESTRUCTURA METALICA JOB: de

MEMORIA DE CÁLCULO P.100.1504.043.51

471 7.2105e-012 4.825 -9.9; 472 7.4433e-012 4.15 -9.9;473 6.9776e-012 6.44255 -9.9; 474 10.3 5.5 -9.9; 475 10.3 7.5 -9.9;476 8.68333 5.5 -9.9; 477 7.06667 5.5 -9.9; 478 5.45 5.5 -9.9;479 3.83333 5.5 -9.9; 480 2.21667 5.5 -9.9; 481 20 0.1 -9.9;482 20.6 0.775 -9.9; 483 20 1.45 -9.9; 484 20 2.8 -9.9; 485 20.6 2.125 -9.9;486 20.6 3.475 -9.9; 487 20 4.15 -9.9; 488 20 5.5 -9.9; 489 20.6 4.825 -9.9;490 20.6 4.15 -9.9; 491 20.6 6.44255 -9.9; 492 11.9167 5.5 -9.9;493 13.5333 5.5 -9.9; 494 15.15 5.5 -9.9; 495 16.7667 5.5 -9.9;496 18.3833 5.5 -9.9; 497 7.2105e-012 5.5 -9.9; 498 20.6 5.5 -9.9;499 7.26119e-012 0.1 -9.9; 500 20.6 0.1 -9.9; 501 0.6 6.50415 -9.9;502 8.68333 7.33402 -9.9; 503 7.06667 7.16805 -9.9; 504 5.45 7.00207 -9.9;505 3.83333 6.8361 -9.9; 506 2.21667 6.67012 -9.9; 507 20 6.50415 -9.9;508 11.9167 7.33402 -9.9; 509 13.5333 7.16805 -9.9; 510 15.15 7.00207 -9.9;511 16.7667 6.8361 -9.9; 512 18.3833 6.67013 -9.9; 513 0.6 0.1 -4.95;514 7.2105e-012 0.775 -4.95; 515 0.6 1.45 -4.95; 516 0.6 2.8 -4.95;517 7.2105e-012 2.125 -4.95; 518 7.2105e-012 3.475 -4.95; 519 0.6 4.15 -4.95;520 0.6 5.5 -4.95; 521 7.2105e-012 4.825 -4.95; 522 7.4433e-012 4.15 -4.95;523 6.9776e-012 6.44255 -4.95; 524 10.3 5.5 -4.95; 525 10.3 7.5 -4.95;526 8.68333 5.5 -4.95; 527 7.06667 5.5 -4.95; 528 5.45 5.5 -4.95;529 3.83333 5.5 -4.95; 530 2.21667 5.5 -4.95; 531 20 0.1 -4.95;532 20.6 0.775 -4.95; 533 20 1.45 -4.95; 534 20 2.8 -4.95;535 20.6 2.125 -4.95; 536 20.6 3.475 -4.95; 537 20 4.15 -4.95;538 20 5.5 -4.95; 539 20.6 4.825 -4.95; 540 20.6 4.15 -4.95;541 20.6 6.44255 -4.95; 542 11.9167 5.5 -4.95; 543 13.5333 5.5 -4.95;544 15.15 5.5 -4.95; 545 16.7667 5.5 -4.95; 546 18.3833 5.5 -4.95;547 7.2105e-012 5.5 -4.95; 548 20.6 5.5 -4.95; 549 7.26119e-012 0.1 -4.95;550 20.6 0.1 -4.95; 551 0.6 6.50415 -4.95; 552 8.68333 7.33402 -4.95;553 7.06667 7.16805 -4.95; 554 5.45 7.00207 -4.95; 555 3.83333 6.8361 -4.95;556 2.21667 6.67012 -4.95; 557 20 6.50415 -4.95; 558 11.9167 7.33402 -4.95;559 13.5333 7.16805 -4.95; 560 15.15 7.00207 -4.95; 561 16.7667 6.8361 -4.95;562 18.3833 6.67013 -4.95; 563 0.6 0.1 -9.53674e-007;564 7.2105e-012 0.775 -9.53674e-007; 565 0.6 1.45 -9.53674e-007;566 0.6 2.8 -9.53674e-007; 567 7.2105e-012 2.125 -9.53674e-007;568 7.2105e-012 3.475 -9.53674e-007; 569 0.6 4.15 -9.53674e-007;570 0.6 5.5 -9.53674e-007; 571 7.2105e-012 4.825 -9.53674e-007;572 7.4433e-012 4.15 -9.53674e-007; 573 6.9776e-012 6.44255 -9.53674e-007;574 10.3 5.5 -9.53674e-007; 575 10.3 7.5 -9.53674e-007;576 8.68333 5.5 -9.53674e-007; 577 7.06667 5.5 -9.53674e-007;578 5.45 5.5 -9.53674e-007; 579 3.83333 5.5 -9.53674e-007;580 2.21667 5.5 -9.53674e-007; 581 20 0.1 -9.53674e-007;582 20.6 0.775 -9.53674e-007; 583 20 1.45 -9.53674e-007;584 20 2.8 -9.53674e-007; 585 20.6 2.125 -9.53674e-007;586 20.6 3.475 -9.53674e-007; 587 20 4.15 -9.53674e-007;588 20 5.5 -9.53674e-007; 589 20.6 4.825 -9.53674e-007;590 20.6 4.15 -9.53674e-007; 591 20.6 6.44255 -9.53674e-007;592 11.9167 5.5 -9.53674e-007; 593 13.5333 5.5 -9.53674e-007;594 15.15 5.5 -9.53674e-007; 595 16.7667 5.5 -9.53674e-007;596 18.3833 5.5 -9.53674e-007; 597 7.2105e-012 5.5 -9.53674e-007;598 20.6 5.5 -9.53674e-007; 599 7.26119e-012 0.1 -9.53674e-007;600 20.6 0.1 -9.53674e-007; 601 0.6 6.50415 -9.53674e-007;602 8.68333 7.33402 -9.53674e-007; 603 7.06667 7.16805 -9.53674e-007;604 5.45 7.00207 -9.53674e-007; 605 3.83333 6.8361 -9.53674e-007;606 2.21667 6.67012 -9.53674e-007; 607 20 6.50415 -9.53674e-007;608 11.9167 7.33402 -9.53674e-007; 609 13.5333 7.16805 -9.53674e-007;610 15.15 7.00207 -9.53674e-007; 611 16.7667 6.8361 -9.53674e-007;612 18.3833 6.67013 -9.53674e-007; 613 7.2105e-012 4.825 -9.3;614 0.6 4.825 -9.9; 615 7.2105e-012 4.825 -10.5; 616 7.2105e-012 4.825 -4.35;617 7.2105e-012 4.825 -20.95; 618 7.2105e-012 4.825 -25.9;619 7.2105e-012 4.825 -5.55; 620 7.2105e-012 4.825 -17.2;621 7.2105e-012 4.825 -22.15; 623 0.6 4.825 -26.5; 624 0.6 4.825 -21.55;625 0.6 4.825 -16.6; 626 0.6 4.825 -4.95; 627 0.6 4.825 -9.53674e-007;628 7.2105e-012 4.825 -0.600001; 629 7.2105e-012 4.825 -16;630 20 4.825 -9.53674e-007; 631 20 4.825 -4.95; 632 20 4.825 -9.9;633 20 4.825 -16.6; 634 20 4.825 -21.55; 635 20 4.825 -26.5;

COQUERIA - SUBPRODUCTOS - CADI SC.SVG.ALDE.DQUI-SCA10007_0A Hoja

TECHO PARA ALMACENAMIENTO DE PROD. QUIMICOS 0

ESTRUCTURA METALICA JOB: de

MEMORIA DE CÁLCULO P.100.1504.043.51

636 20.6 4.825 -25.9; 637 20.6 4.825 -20.95; 638 20.6 4.825 -16;639 20.6 4.825 -9.3; 640 20.6 4.825 -4.35; 641 20.6 4.825 -22.15;642 20.6 4.825 -17.2; 643 20.6 4.825 -5.55; 644 20.6 4.825 -0.6;645 20.6 4.825 -10.5;MEMBER INCIDENCES469 274 275; 470 276 275; 471 277 278; 472 276 278; 473 277 279; 474 280 279;475 281 282; 476 280 282; 478 275 278; 479 278 279; 480 279 283; 481 282 330;483 274 276; 484 276 277; 485 277 280; 486 280 623; 487 280 283; 488 283 282;489 281 351; 492 286 330; 493 287 288; 495 289 352; 496 291 353; 497 293 354;498 295 355; 499 297 356; 500 287 289; 501 289 291; 502 291 293; 503 293 295;504 295 297; 505 297 281; 506 280 297; 516 302 303; 517 304 303; 518 305 306;519 304 306; 520 305 307; 521 308 307; 522 309 310; 523 308 310; 525 303 306;526 306 307; 527 307 311; 528 310 331; 530 302 304; 531 304 305; 532 305 308;533 308 635; 534 308 311; 535 311 310; 536 309 357; 539 314 331; 541 315 358;542 317 359; 543 319 360; 544 321 361; 545 323 362; 546 287 315; 547 315 317;548 317 319; 549 319 321; 550 321 323; 551 323 309; 552 308 323; 637 281 330;639 309 331; 650 286 281; 656 314 309; 745 343 275; 766 350 303; 775 286 351;776 288 358; 783 352 288; 784 353 352; 785 354 353; 786 355 354; 787 356 355;788 351 356; 789 287 352; 790 289 353; 791 291 354; 792 293 355; 793 295 356;794 297 351; 801 357 314; 802 362 357; 803 361 362; 804 360 361; 805 359 360;806 358 359; 807 287 358; 808 315 359; 809 317 360; 810 319 361; 811 321 362;812 323 357; 813 363 364; 814 365 364; 815 366 367; 816 365 367; 817 366 368;818 369 368; 819 370 371; 820 369 371; 821 364 367; 822 367 368; 823 368 372;824 371 397; 825 363 365; 826 365 366; 827 366 369; 828 369 624; 829 369 372;830 372 371; 831 370 401; 832 373 397; 833 374 375; 834 376 402; 835 377 403;836 378 404; 837 379 405; 838 380 406; 839 374 376; 840 376 377; 841 377 378;842 378 379; 843 379 380; 844 380 370; 845 369 380; 846 381 382; 847 383 382;848 384 385; 849 383 385; 850 384 386; 851 387 386; 852 388 389; 853 387 389;854 382 385; 855 385 386; 856 386 390; 857 389 398; 858 381 383; 859 383 384;860 384 387; 861 387 634; 862 387 390; 863 390 389; 864 388 407; 865 391 398;866 392 408; 867 393 409; 868 394 410; 869 395 411; 870 396 412; 871 374 392;872 392 393; 873 393 394; 874 394 395; 875 395 396; 876 396 388; 877 387 396;878 370 397; 879 388 398; 880 373 370; 881 391 388; 882 399 364; 883 400 382;884 373 401; 885 375 408; 886 402 375; 887 403 402; 888 404 403; 889 405 404;890 406 405; 891 401 406; 892 374 402; 893 376 403; 894 377 404; 895 378 405;896 379 406; 897 380 401; 898 407 391; 899 412 407; 900 411 412; 901 410 411;902 409 410; 903 408 409; 904 374 408; 905 392 409; 906 393 410; 907 394 411;908 395 412; 909 396 407; 910 413 414; 911 415 414; 912 416 417; 913 415 417;914 416 418; 915 419 418; 916 420 421; 917 419 421; 918 414 417; 919 417 418;920 418 422; 921 421 447; 922 413 415; 923 415 416; 924 416 419; 925 419 625;926 419 422; 927 422 421; 928 420 451; 929 423 447; 930 424 425; 931 426 452;932 427 453; 933 428 454; 934 429 455; 935 430 456; 936 424 426; 937 426 427;938 427 428; 939 428 429; 940 429 430; 941 430 420; 942 419 430; 943 431 432;944 433 432; 945 434 435; 946 433 435; 947 434 436; 948 437 436; 949 438 439;950 437 439; 951 432 435; 952 435 436; 953 436 440; 954 439 448; 955 431 433;956 433 434; 957 434 437; 958 437 633; 959 437 440; 960 440 439; 961 438 457;962 441 448; 963 442 458; 964 443 459; 965 444 460; 966 445 461; 967 446 462;968 424 442; 969 442 443; 970 443 444; 971 444 445; 972 445 446; 973 446 438;974 437 446; 975 420 447; 976 438 448; 977 423 420; 978 441 438; 979 449 414;980 450 432; 981 423 451; 982 425 458; 983 452 425; 984 453 452; 985 454 453;986 455 454; 987 456 455; 988 451 456; 989 424 452; 990 426 453; 991 427 454;992 428 455; 993 429 456; 994 430 451; 995 457 441; 996 462 457; 997 461 462;998 460 461; 999 459 460; 1000 458 459; 1001 424 458; 1002 442 459;1003 443 460; 1004 444 461; 1005 445 462; 1006 446 457; 1007 463 464;1008 465 464; 1009 466 467; 1010 465 467; 1011 466 468; 1012 469 468;1013 470 471; 1014 469 471; 1015 464 467; 1016 467 468; 1017 468 472;1018 471 497; 1019 463 465; 1020 465 466; 1021 466 469; 1022 469 614;1023 469 472; 1024 472 471; 1025 470 501; 1026 473 497; 1027 474 475;1028 476 502; 1029 477 503; 1030 478 504; 1031 479 505; 1032 480 506;1033 474 476; 1034 476 477; 1035 477 478; 1036 478 479; 1037 479 480;1038 480 470; 1039 469 480; 1040 481 482; 1041 483 482; 1042 484 485;1043 483 485; 1044 484 486; 1045 487 486; 1046 488 489; 1047 487 489;1048 482 485; 1049 485 486; 1050 486 490; 1051 489 498; 1052 481 483;1053 483 484; 1054 484 487; 1055 487 632; 1056 487 490; 1057 490 489;

COQUERIA - SUBPRODUCTOS - CADI SC.SVG.ALDE.DQUI-SCA10007_0A Hoja

TECHO PARA ALMACENAMIENTO DE PROD. QUIMICOS 0

ESTRUCTURA METALICA JOB: de

MEMORIA DE CÁLCULO P.100.1504.043.51

1058 488 507; 1059 491 498; 1060 492 508; 1061 493 509; 1062 494 510;1063 495 511; 1064 496 512; 1065 474 492; 1066 492 493; 1067 493 494;1068 494 495; 1069 495 496; 1070 496 488; 1071 487 496; 1072 470 497;1073 488 498; 1074 473 470; 1075 491 488; 1076 499 464; 1077 500 482;1078 473 501; 1079 475 508; 1080 502 475; 1081 503 502; 1082 504 503;1083 505 504; 1084 506 505; 1085 501 506; 1086 474 502; 1087 476 503;1088 477 504; 1089 478 505; 1090 479 506; 1091 480 501; 1092 507 491;1093 512 507; 1094 511 512; 1095 510 511; 1096 509 510; 1097 508 509;1098 474 508; 1099 492 509; 1100 493 510; 1101 494 511; 1102 495 512;1103 496 507; 1104 513 514; 1105 515 514; 1106 516 517; 1107 515 517;1108 516 518; 1109 519 518; 1110 520 521; 1111 519 521; 1112 514 517;1113 517 518; 1114 518 522; 1115 521 547; 1116 513 515; 1117 515 516;1118 516 519; 1119 519 626; 1120 519 522; 1121 522 521; 1122 520 551;1123 523 547; 1124 524 525; 1125 526 552; 1126 527 553; 1127 528 554;1128 529 555; 1129 530 556; 1130 524 526; 1131 526 527; 1132 527 528;1133 528 529; 1134 529 530; 1135 530 520; 1136 519 530; 1137 531 532;1138 533 532; 1139 534 535; 1140 533 535; 1141 534 536; 1142 537 536;1143 538 539; 1144 537 539; 1145 532 535; 1146 535 536; 1147 536 540;1148 539 548; 1149 531 533; 1150 533 534; 1151 534 537; 1152 537 631;1153 537 540; 1154 540 539; 1155 538 557; 1156 541 548; 1157 542 558;1158 543 559; 1159 544 560; 1160 545 561; 1161 546 562; 1162 524 542;1163 542 543; 1164 543 544; 1165 544 545; 1166 545 546; 1167 546 538;1168 537 546; 1169 520 547; 1170 538 548; 1171 523 520; 1172 541 538;1173 549 514; 1174 550 532; 1175 523 551; 1176 525 558; 1177 552 525;1178 553 552; 1179 554 553; 1180 555 554; 1181 556 555; 1182 551 556;1183 524 552; 1184 526 553; 1185 527 554; 1186 528 555; 1187 529 556;1188 530 551; 1189 557 541; 1190 562 557; 1191 561 562; 1192 560 561;1193 559 560; 1194 558 559; 1195 524 558; 1196 542 559; 1197 543 560;1198 544 561; 1199 545 562; 1200 546 557; 1201 563 564; 1202 565 564;1203 566 567; 1204 565 567; 1205 566 568; 1206 569 568; 1207 570 571;1208 569 571; 1209 564 567; 1210 567 568; 1211 568 572; 1212 571 597;1213 563 565; 1214 565 566; 1215 566 569; 1216 569 627; 1217 569 572;1218 572 571; 1219 570 601; 1220 573 597; 1221 574 575; 1222 576 602;1223 577 603; 1224 578 604; 1225 579 605; 1226 580 606; 1227 574 576;1228 576 577; 1229 577 578; 1230 578 579; 1231 579 580; 1232 580 570;1233 569 580; 1234 581 582; 1235 583 582; 1236 584 585; 1237 583 585;1238 584 586; 1239 587 586; 1240 588 589; 1241 587 589; 1242 582 585;1243 585 586; 1244 586 590; 1245 589 598; 1246 581 583; 1247 583 584;1248 584 587; 1249 587 630; 1250 587 590; 1251 590 589; 1252 588 607;1253 591 598; 1254 592 608; 1255 593 609; 1256 594 610; 1257 595 611;1258 596 612; 1259 574 592; 1260 592 593; 1261 593 594; 1262 594 595;1263 595 596; 1264 596 588; 1265 587 596; 1266 570 597; 1267 588 598;1268 573 570; 1269 591 588; 1270 599 564; 1271 600 582; 1272 573 601;1273 575 608; 1274 602 575; 1275 603 602; 1276 604 603; 1277 605 604;1278 606 605; 1279 601 606; 1280 574 602; 1281 576 603; 1282 577 604;1283 578 605; 1284 579 606; 1285 580 601; 1286 607 591; 1287 612 607;1288 611 612; 1289 610 611; 1290 609 610; 1291 608 609; 1292 574 608;1293 592 609; 1294 593 610; 1295 594 611; 1296 595 612; 1297 596 607;1303 286 373; 1304 373 423; 1305 423 473; 1306 473 523; 1307 523 573;1309 314 391; 1311 391 441; 1313 441 491; 1315 491 541; 1317 541 591;1318 288 375; 1319 375 425; 1320 425 475; 1321 475 525; 1322 525 575;1323 354 404; 1324 404 454; 1325 454 504; 1326 504 554; 1327 554 604;1328 360 410; 1329 410 460; 1330 460 510; 1331 510 560; 1332 560 610;1333 286 404; 1334 404 288; 1335 288 410; 1336 410 314; 1337 373 354;1338 354 375; 1339 375 360; 1340 360 391; 1341 523 604; 1342 604 525;1343 525 610; 1344 610 541; 1345 573 554; 1346 554 575; 1347 575 560;1348 560 591; 1351 286 399; 1352 343 373; 1355 523 599; 1356 573 549;1357 591 550; 1358 541 600; 1361 314 400; 1362 391 350; 1363 293 378;1364 378 428; 1365 428 478; 1366 478 528; 1367 528 578; 1368 319 394;1369 394 444; 1370 444 494; 1371 494 544; 1372 544 594; 1373 574 524;1374 524 474; 1375 474 424; 1376 424 374; 1377 374 287; 1378 354 378;1379 293 404; 1383 528 604; 1384 578 554; 1388 287 375; 1392 524 575;1393 574 525; 1397 374 288; 1398 360 394; 1402 560 594; 1403 610 544;1407 410 319; 1408 571 628; 1409 521 619; 1410 471 615; 1411 421 620;

COQUERIA - SUBPRODUCTOS - CADI SC.SVG.ALDE.DQUI-SCA10007_0A Hoja

TECHO PARA ALMACENAMIENTO DE PROD. QUIMICOS 0

ESTRUCTURA METALICA JOB: de

MEMORIA DE CÁLCULO P.100.1504.043.51

1412 371 621; 1413 310 636; 1414 389 637; 1415 439 638; 1416 489 639;1417 539 640; 1418 613 471; 1419 614 470; 1420 614 613; 1421 615 629;1422 615 614; 1423 616 521; 1424 617 371; 1425 618 282; 1426 619 613;1427 620 617; 1428 621 618; 1430 623 281; 1432 624 370; 1434 625 420;1436 626 520; 1438 627 570; 1439 618 623; 1440 621 624; 1441 624 617;1442 620 625; 1443 619 626; 1444 626 616; 1445 628 616; 1446 628 627;1447 629 421; 1448 625 629; 1449 630 588; 1451 631 538; 1453 632 488;1455 633 438; 1457 634 388; 1459 635 309; 1460 636 641; 1461 637 642;1462 638 645; 1463 639 643; 1464 640 644; 1465 641 389; 1466 642 439;1467 643 539; 1468 644 589; 1469 645 489; 1470 630 644; 1471 640 631;1472 631 643; 1473 639 632; 1474 632 645; 1475 638 633; 1476 633 642;1477 637 634; 1478 634 641; 1479 636 635;START GROUP DEFINITIONMEMBER_COLUMNAS 478 TO 481 483 TO 486 488 489 492 525 TO 528 530 TO 533 535 536 -539 745 766 821 TO 828 830 TO 832 854 TO 861 863 TO 865 882 883 918 TO 925 -927 TO 929 951 TO 958 960 TO 962 979 980 1015 TO 1022 1024 TO 1026 -1048 TO 1055 1057 TO 1059 1076 1077 1112 TO 1119 1121 TO 1123 1145 TO 1152 -1154 TO 1156 1173 1174 1209 TO 1216 1218 TO 1220 1242 TO 1249 1251 TO 1253 -1270 1271 1419 1430 1432 1434 1436 1438 1449 1451 1453 1455 1457 1459_DIAG.COLUMNAS 469 TO 476 487 516 TO 523 534 637 639 650 656 775 801 -813 TO 820 829 846 TO 853 862 878 TO 881 884 898 910 TO 917 926 943 TO 950 -959 975 TO 978 981 995 1007 TO 1014 1023 1040 TO 1047 1056 1072 TO 1075 1078 -1092 1104 TO 1111 1120 1137 TO 1144 1153 1169 TO 1172 1175 1189 1201 TO 1208 -1217 1234 TO 1241 1250 1266 TO 1269 1272 1286_CORDONINF. 500 TO 505 546 TO 551 839 TO 844 871 TO 876 936 TO 941 -968 TO 973 1033 TO 1038 1065 TO 1070 1130 TO 1135 1162 TO 1167 1227 TO 1232 -1259 TO 1264_CORDONSUP. 776 783 TO 788 802 TO 806 885 TO 891 899 TO 903 982 TO 988 996 -997 TO 1000 1079 TO 1085 1093 TO 1097 1176 TO 1182 1190 TO 1194 1273 TO 1279 -1287 TO 1291_DIAG.VIGA 789 TO 794 807 TO 812 892 TO 897 904 TO 909 989 TO 994 -1001 TO 1006 1086 TO 1091 1098 TO 1103 1183 TO 1188 1195 TO 1200 -1280 TO 1285 1292 TO 1297_MONTANTESVIGAS 493 495 TO 499 541 TO 545 833 TO 838 866 TO 870 930 TO 935 -963 TO 967 1027 TO 1032 1060 TO 1064 1124 TO 1129 1157 TO 1161 1221 TO 1226 -1254 TO 1258_TORNAPUNTAS 506 552 845 877 942 974 1039 1071 1136 1168 1233 1265_PUNTALES 1303 TO 1307 1309 1311 1313 1315 1317 TO 1332 1363 TO 1377_CRUCES 1333 TO 1348 1352 1355 TO 1358 1361 1362 1378 1379 1383 1384 1388 -1392 1393 1397 1398 1402 1403 1407_TORNAPTASHOR. 1420 1422 1439 TO 1444 1446 1448 1470 TO 1479_PUNTALESLATERAL 1408 TO 1418 1421 1423 TO 1428 1445 1447 1460 TO 1469END GROUP DEFINITIONDEFINE MATERIAL STARTISOTROPIC STEELE 2.09042e+010POISSON 0.3DENSITY 7833.41ALPHA 1.2e-005DAMP 0.03END DEFINE MATERIALMEMBER PROPERTY AMERICAN1333 TO 1348 1351 1352 1355 TO 1358 1361 1362 TABLE SA L25254MEMBER PROPERTY AMERICAN1378 1379 1383 1384 1388 1392 1393 1397 1398 1402 1403 1407 TABLE ST L20204500 TO 505 546 TO 551 776 783 TO 788 802 TO 806 839 TO 844 871 TO 876 885 -886 TO 891 899 TO 903 936 TO 941 968 TO 973 982 TO 988 996 TO 1000 -1033 TO 1038 1065 TO 1070 1079 TO 1085 1093 TO 1097 1130 TO 1135 -1162 TO 1167 1176 TO 1182 1190 TO 1194 1227 TO 1232 1259 TO 1264 -1273 TO 1279 1287 TO 1291 TABLE ST TUBE TH 0.0025 WT 0.06 DT 0.14469 TO 476 487 493 495 TO 499 506 516 TO 523 534 541 TO 545 552 637 639 650 -656 775 789 TO 794 801 807 TO 820 829 833 TO 838 845 TO 853 862 866 TO 870 -877 TO 881 884 892 TO 898 904 TO 917 926 930 TO 935 942 TO 950 959 -

COQUERIA - SUBPRODUCTOS - CADI SC.SVG.ALDE.DQUI-SCA10007_0A Hoja

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MEMORIA DE CÁLCULO P.100.1504.043.51

963 TO 967 974 TO 978 981 989 TO 995 1001 TO 1014 1023 1027 TO 1032 1039 -1040 TO 1047 1056 1060 TO 1064 1071 TO 1075 1078 1086 TO 1092 1098 TO 1111 -1120 1124 TO 1129 1136 TO 1144 1153 1157 TO 1161 1168 TO 1172 1175 -1183 TO 1189 1195 TO 1208 1217 1221 TO 1226 1233 TO 1241 1250 1254 TO 1258 -1265 TO 1269 1272 1280 TO 1286 1292 TO 1296 -1297 TABLE ST TUBE TH 0.0025 WT 0.06 DT 0.081303 TO 1307 1309 1311 1313 1315 1317 TO 1332 1363 TO 1376 -1377 TABLE ST TUBE TH 0.002 WT 0.16 DT 0.2478 TO 481 483 TO 486 488 489 492 525 TO 528 530 TO 533 535 536 539 745 766 -821 TO 828 830 TO 832 854 TO 861 863 TO 865 882 883 918 TO 925 927 TO 929 -951 TO 958 960 TO 962 979 980 1015 TO 1022 1024 TO 1026 1048 TO 1055 1057 -1058 TO 1059 1076 1077 1112 TO 1119 1121 TO 1123 1145 TO 1152 1154 TO 1156 -1173 1174 1209 TO 1216 1218 TO 1220 1242 TO 1249 1251 TO 1253 1270 1271 1419 -1430 1432 1434 1436 1438 1449 1451 1453 1455 1457 -1459 TABLE ST TUBE TH 0.0032 WT 0.06 DT 0.141408 TO 1418 1421 1423 TO 1428 1445 1447 1460 TO 1468 -1469 TABLE ST TUBE TH 0.0025 WT 0.06 DT 0.121420 1422 1439 TO 1444 1446 1448 1470 TO 1478 -1479 TABLE ST TUBE TH 0.002 WT 0.06 DT 0.06CONSTANTSBETA 90 MEMB 469 TO 476 478 TO 481 487 488 493 495 TO 499 506 516 TO 523 530 -531 TO 534 536 539 541 TO 545 552 637 639 650 656 745 775 776 783 TO 794 801 -802 TO 824 829 830 833 TO 838 845 TO 853 858 TO 862 864 TO 870 877 TO 882 -884 TO 921 926 927 930 TO 935 942 TO 950 955 TO 959 961 TO 967 974 TO 979 -981 TO 1018 1023 1024 1027 TO 1032 1039 TO 1047 1052 TO 1056 1058 TO 1064 -1071 TO 1076 1078 TO 1115 1120 1121 1124 TO 1129 1136 TO 1144 1149 TO 1153 -1155 TO 1161 1168 TO 1173 1175 TO 1212 1217 1218 1221 TO 1226 1233 TO 1241 -1246 TO 1250 1252 TO 1258 1265 TO 1270 1272 TO 1297 1449 1451 1453 1455 1457 -##BETA 270 MEMB 483 TO 486 489 492 500 TO 505 525 TO 528 535 546 TO 551 766 -825 TO 828 831 832 839 TO 844 854 TO 857 863 871 TO 876 883 922 TO 925 928 -929 936 TO 941 951 TO 954 960 968 TO 973 980 1019 TO 1022 1025 1026 1033 -1034 TO 1038 1048 TO 1051 1057 1065 TO 1070 1077 1116 TO 1119 1122 1123 1130 -1131 TO 1135 1145 TO 1148 1154 1162 TO 1167 1174 1213 TO 1216 1219 1220 1227 -1228 TO 1232 1242 TO 1245 1251 1259 TO 1264 1271 1419 1430 1432 1434 1436 -##MATERIAL STEEL ALLSUPPORTS274 302 343 350 363 381 399 400 413 431 449 450 463 481 499 500 513 531 549 -550 563 581 599 600 PINNEDMEMBER TENSION 1333 TO 1348 1352 1355 TO 1358 1361 1362 1378 1379 1383 1384 1388 1392 1393 -1397 1398 1402 1403 1407MEMBER TRUSS 469 TO 476 493 495 TO 499 506 516 TO 523 541 TO 545 552 650 656 789 TO 794 -807 TO 820 833 TO 838 845 TO 853 866 TO 870 877 880 881 892 TO 897 -904 TO 917 930 TO 935 942 TO 950 963 TO 967 974 977 978 989 TO 994 -1001 TO 1014 1027 TO 1032 1039 TO 1047 1060 TO 1064 1071 1074 1075 -1086 TO 1091 1098 TO 1111 1124 TO 1129 1136 TO 1144 1157 TO 1161 1168 1171 -1172 1183 TO 1188 1195 TO 1208 1221 TO 1226 1233 TO 1241 1254 TO 1258 1265 -1268 1269 1280 TO 1285 1292 TO 1297 1420 1422 1439 TO 1444 1446 1448 1470 -1471 TO 1479MEMBER RELEASE1303 TO 1307 1309 1311 1313 1315 1317 TO 1332 1363 TO 1377 1408 TO 1416 -1417 START MX MY MZ1303 TO 1307 1309 1311 1313 1315 1317 TO 1332 1363 TO 1377 1418 1423 TO 1425 -1447 1465 TO 1469 END MY MZDEFINE WIND LOADTYPE 1 WIND 1INT 157 HEIG 10LOAD 1 LOADTYPE None TITLE PPSELFWEIGHT Y -1.15 LIST ALLMEMBER LOAD775 776 783 TO 788 801 TO 806 1272 TO 1279 1286 TO 1291 UNI GY -37.1

COQUERIA - SUBPRODUCTOS - CADI SC.SVG.ALDE.DQUI-SCA10007_0A Hoja

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MEMORIA DE CÁLCULO P.100.1504.043.51

884 TO 891 898 TO 903 1175 TO 1182 1189 TO 1194 UNI GY -74.3981 TO 988 995 TO 1000 1078 TO 1085 1092 TO 1097 UNI GY -87.4LOAD 2 LOADTYPE None TITLE LRMEMBER LOAD775 776 783 TO 788 801 TO 806 1272 TO 1279 1286 TO 1291 UNI GY -143884 TO 891 898 TO 903 1175 TO 1182 1189 TO 1194 UNI GY -285981 TO 988 995 TO 1000 1078 TO 1085 1092 TO 1097 UNI GY -336LOAD 3 LOADTYPE None TITLE W(+X) -TRANSVERSALMEMBER LOAD783 TO 788 1274 TO 1279 UNI Z 122886 TO 891 1177 TO 1182 UNI Z 244983 TO 988 1080 TO 1085 UNI Z 288776 802 TO 806 1273 1287 TO 1291 UNI Z -122885 899 TO 903 1176 1190 TO 1194 UNI Z -244982 996 TO 1000 1079 1093 TO 1097 UNI Z -288775 1272 UNI Z 122884 1175 UNI Z 244981 1078 UNI Z 288801 1286 UNI Z -122898 1189 UNI Z -244995 1092 UNI Z -288LOAD 4 LOADTYPE None TITLE W(-Z)-LONGITUDINALMEMBER LOAD776 783 TO 788 802 TO 806 1273 TO 1279 1287 TO 1291 UNI Z -100885 TO 891 899 TO 903 1176 TO 1182 1190 TO 1194 UNI Z -200982 TO 988 996 TO 1000 1079 TO 1085 1093 TO 1097 UNI Z -235WIND LOAD Z -1 TYPE 1 XR 0 20.6 YR 0.1 7.5 ZR 0 0.01 OPENMEMBER LOAD775 801 1272 1286 UNI Z -100884 898 1175 1189 UNI Z -200981 995 1078 1092 UNI Z -235LOAD 101 LOADTYPE None TITLE PP+LRREPEAT LOAD1 1.0 2 1.0 LOAD 102 LOADTYPE None TITLE PP+W(+X)REPEAT LOAD1 1.0 3 1.0 LOAD 103 LOADTYPE None TITLE PP+W(-Z)REPEAT LOAD1 1.0 4 1.0 LOAD 104 LOADTYPE None TITLE PP+W(+X)+LRREPEAT LOAD1 1.0 2 1.0 3 1.0 LOAD 105 LOADTYPE None TITLE PP+W(-Z)+LRREPEAT LOAD1 1.0 2 1.0 4 1.0 LOAD 201 LOADTYPE None TITLE 1.4 PPREPEAT LOAD1 1.4 LOAD 202 LOADTYPE None TITLE 1.2PP + 1.6 LRREPEAT LOAD1 1.2 2 1.6 LOAD 203 LOADTYPE None TITLE 1.2 PP + 1.6 LR + 0.8 W(+X)REPEAT LOAD1 1.2 2 1.6 3 0.8 LOAD 204 LOADTYPE None TITLE 1.2 PP + 1.6 LR + 0.8 W(-Z)REPEAT LOAD1 1.2 2 1.6 4 0.8 LOAD 205 LOADTYPE None TITLE 1.2 PP + 1.5 W (+X) +0.5 LRREPEAT LOAD1 1.2 2 0.5 3 1.5 LOAD 206 LOADTYPE None TITLE 1.2 PP + 1.5 W (-Z) +0.5 LRREPEAT LOAD1 1.2 2 0.5 4 1.5

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MEMORIA DE CÁLCULO P.100.1504.043.51

LOAD 207 LOADTYPE None TITLE 0.9 PP + 1.5 W(+X)REPEAT LOAD1 0.9 3 1.5 LOAD 208 LOADTYPE None TITLE 0.9 PP + 1.5 W(-Z)REPEAT LOAD1 0.9 4 1.5 PERFORM ANALYSIS PRINT ALLFINISH

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INDICE DE CODIGOS

C101 - C150 PERFILES ESTRUCTURALES C CONFORMADOSC151 - C200 CAJON PERFILES ESTRUCTURALES C CONFORMADOSUI101 - UI108 PERFILES ESTRUCTURALES C CONFORMADOS IDEM S.A.UI201 - UI208 CAJON PERFILES ESTRUCTURALES C CONFORMADOS IDEM S.A.U101 - U164 PERFILES ESTRUCTURALES U CONFORMADOSU201 - U264 CAJON PERFILES ESTRUCTURALES U CONFORMADOSU301 - U306 PERFILES ESTRUCTURALES U CONFORMADOS COMESIU311 - U316 CAJON PERFILES ESTRUCTURALES U CONFORMADOS COMESIU401 - U417 PERFILES U NORMALES LAMINADOSU451 - U467 CAJON PERFILES U NORMALES LAMINADOSU501 - U508 PERFILES U LAMINADOS AMERICANOSU521 - U528 CAJON PERFILES U LAMINADOS AMERICANOSI101 - I117 PERFILES I NORMALES LAMINADOSI121 - I137 CAJON PERFILES I NORMALES LAMINADOSI201 - I224 PERFILES IPB NORMALES LAMINADOS ( HEB - GREY )I301 - I318 PERFILES IPE LAMINADOS M101 - M115 SECCIONES MADERASL101 - L159 PERFILES NORMAL ANGULO DE LADOS IGUALESL201 - L259 2 PERFILES NORMAL ANGULO DE LADOS IGUALES ALMA CON ALMAL301 - L359 2 PERFILES NORMAL ANGULO DE LADOS IGUALES ALMAS SEPARADASR101 - R110 HIERROS REDONDOS - ACERO CONNSTRUCCION.R121-R137 HIERROS REDONDOS - ACERO LISO / PERNOST101 - T178 TUBOS REDONDOS DE HIERROC301 - C494 SECCIONES RECTANGULOS Y CUADRADOS DE HIERRO

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PERFILES ESTRUCTURALES C CONFORMADOS

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

C101 C-50-25-10-2,0 2.14 1.68 50 25 2.0 10 7.92 1.78 3.17 1.13 0.93 1.93 0.91

C102 C-50-25-10-2,5 2.59 2.03 50 25 2.5 10 9.30 2.03 3.72 1.29 0.92 1.89 0.89

C103 C-50-30-10-3,2 3.81 2.99 50 30 3.2 10 13.11 4.54 5.24 1.55 1.27 1.86 1.09

C104 C-60-30-10-2,0 2.54 1.99 60 30 2.0 10 13.96 3.00 4.65 1.55 1.06 2.35 1.09

C105 C-60-30-10-2,5 3.09 2.42 60 30 2.5 10 16.57 3.47 5.52 1.78 1.05 2.32 1.06

C106 C-60-40-15-2,5 3.76 2.95 60 40 2.5 15 20.90 8.33 6.97 3.51 1.63 2.36 1.49

C107 C-60-40-15-3,2 4.77 3.74 60 40 3.2 15 25.81 10.09 8.60 4.26 1.63 2.33 1.46

C108 C-80-40-20-1,6 3.00 2.35 80 40 1.6 20 30.88 7.94 7.72 3.31 1.60 3.21 1.63

C109 C-80-40-20-2,0 3.68 2.89 80 40 2.0 20 37.92 9.65 9.48 4.02 1.60 3.21 1.62

C110 C-80-40-20-2,5 4.50 3.53 80 40 2.5 20 46.28 11.64 11.57 4.85 1.60 3.21 1.61

C111 C-80-40-20-3,2 5.58 4.38 80 40 3.2 20 57.32 14.16 14.33 5.90 1.60 3.21 1.59

C112 C-80-50-14-1,25 2.51 2.03 80 50 1.3 14 26.84 9.11 6.71 2.93 1.89 3.27 1.91

C113 C-80-50-14-1,6 3.19 2.50 80 50 1.6 14 33.95 11.46 8.49 3.78 1.89 3.26 1.90

C114 C-80-50-15-2,0 3.94 3.09 80 50 2.0 15 41.33 13.82 10.33 4.59 1.89 3.24 1.87

C115 C-80-50-20-2,5 5.09 4.00 80 50 2.5 20 51.22 18.62 12.80 6.54 2.03 3.17 1.91

C116 C-80-50-20-3,2 6.37 5.00 80 50 3.2 20 62.55 22.42 15.64 7.98 2.03 3.13 1.88

C117 C-100-45-10-1,6 3.22 2.58 100 45 1.6 10 53.30 8.24 10.65 2.51 1.72 4.07 1.60

C118 C-100-45-10-2,0 4.02 3.21 100 45 2.0 10 64.76 9.87 12.95 2.97 1.71 4.01 1.57

C119 C-100-50-15-1,6 3.51 2.76 100 50 1.6 15 56.70 12.41 11.34 3.89 1.73 4.02 1.88

C120 C-100-50-15-2,0 4.34 3.41 100 50 2.0 15 69.23 14.98 13.85 4.71 1.72 3.99 1.86

C121 C-100-50-20-2,5 5.59 4.39 100 50 2.5 20 86.63 20.28 17.33 6.73 1.86 3.94 1.90

C122 C-100-50-20-3,2 7.01 5.50 100 50 3.2 20 106.42 24.46 21.28 7.79 1.86 3.90 1.87

C123 C-100-50-20-4,8 10.00 7.85 100 50 4.8 20 144.62 31.79 28.92 10.09 1.85 3.80 1.78

C124 C-120-50-15-1,6 3.83 3.01 120 50 1.6 15 86.47 13.21 14.41 3.97 1.59 4.75 1.86

C125 C-120-50-15-2,0 4.74 3.72 120 50 2.0 15 105.80 15.95 17.63 4.82 1.59 4.72 1.83

C126 C-120-50-20-2,5 6.09 4.78 120 50 2.5 20 133.20 21.66 22.20 6.86 1.72 4.68 1.88

C127 C-120-50-20-3,2 7.65 6.00 120 50 3.2 20 164.20 26.15 27.37 8.38 1.72 4.63 1.85

C128 C-120-50-20-4,8 10.96 8.60 120 50 4.8 20 225.20 34.06 37.53 11.17 1.71 4.53 1.76

C129 C-140-60-20-2,0 5.74 4.50 140 60 2.0 20 176.40 29.35 25.20 7.51 1.99 5.54 2.26

C130 C-140-60-20-2,5 7.09 5.56 140 60 2.5 20 215.60 35.41 30.80 9.11 1.99 5.51 2.23

C131 C-140-60-20-3,2 8.93 7.01 140 60 3.2 20 267.30 43.08 38.18 11.16 1.98 5.47 2.20

C132 C-140-60-25-4,8 13.36 10.49 140 60 4.8 25 382.71 63.89 54.67 16.41 2.11 5.35 2.19

C133 C-140-65-23-2,0 6.04 4.82 140 65 2.0 23 188.33 37.61 26.88 8.49 1.67 5.58 2.50

C134 C-160-60-20-2,0 6.04 4.82 160 60 2.0 20 240.20 30.25 30.86 7.30 1.85 6.22 2.20

C135 C-160-60-20-2,5 7.59 5.96 160 60 2.5 20 294.90 37.02 36.86 9.22 1.86 6.23 2.21

C136 C-160-60-20-3,2 9.57 7.51 160 60 3.2 20 366.40 45.06 45.80 11.32 1.86 6.19 2.17

C137 C-160-60-25-4,8 14.32 11.25 160 60 4.8 25 528.21 67.01 66.03 16.68 1.98 6.07 2.16

C138 C-180-70-20-2,5 8.59 6.74 180 70 2.5 20 428.80 55.89 47.64 11.75 2.12 7.06 2.55

C139 C-180-70-20-3,2 11.20 8.79 180 70 3.2 25 549.20 75.35 61.02 16.45 2.26 7.00 2.59

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COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

C140 C-180-70-25-4,8 16.20 12.72 180 70 4.8 25 775.80 102.40 86.20 22.70 2.25 6.92 2.51

C141 C-200-80-25-2,0 7.88 6.19 200 80 2.0 25 508.40 73.90 50.84 13.51 2.53 8.03 3.06

C142 C-200-80-25-2,5 9.84 7.72 200 80 2.5 25 612.60 87.41 61.26 16.32 2.52 7.89 2.98

C143 C-200-80-25-3,2 12.40 9.73 200 80 3.2 25 766.40 107.40 76.64 20.26 2.52 7.86 2.95

C144 C-200-80-25-4,8 18.20 14.29 200 80 4.8 25 1090.00 147.90 109.00 28.17 2.51 7.74 2.85

C145 C-220-80-25-2,5 10.30 8.08 220 80 2.5 25 765.30 90.14 69.57 16.49 2.41 8.62 2.96

C146 C-220-80-25-3,2 13.10 10.28 220 80 3.2 25 958.50 111.11 87.14 20.42 2.40 8.55 2.91

C147 C-220-80-25-4,8 19.10 14.99 220 80 4.8 25 1366.00 152.60 124.20 28.47 2.40 8.46 2.83

C148 C300-120-30-2.5 14.59 11.45 300 120 2.5 30 2073.00 283.00 138.00 34.00 3.58 11.92 4.41

C149 C300-120-30-3.2 18.53 14.54 300 120 3.2 30 2613 353 174.0 42 3.58 11.88 4.37

C150 C260-100-25-3.2 15.65 12.28 260 100 3.2 25 1634.00 202.00 126.00 29.00 2.92 10.22 3.59

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COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

C151 2C-50-25-10-2,0 4.28 3.36 50 50 2.0 10 15.84 14.11 6.34 5.64 0.00 1.92 1.82

C152 2C-50-25-10-2,5 5.18 4.06 50 50 2.5 10 18.60 16.99 7.44 6.80 0.00 1.89 1.81

C153 2C-50-30-10-3,2 7.62 5.98 50 60 3.2 10 26.22 31.89 10.48 10.63 0.00 1.85 2.05

C154 2C-60-30-10-2,0 5.08 3.98 60 60 2.0 10 27.92 25.12 9.30 8.37 0.00 2.34 2.22

C155 2C-60-30-10-2,5 6.18 4.84 60 60 2.5 10 33.14 30.44 11.04 10.15 0.00 2.32 2.22

C156 2C-60-40-15-2,5 7.52 5.90 60 80 2.5 15 41.80 58.90 13.94 14.72 0.00 2.36 2.80

C157 2C-60-40-15-3,2 9.54 7.48 60 80 3.2 15 51.62 73.77 17.20 18.44 0.00 2.33 2.78

C158 2C-80-40-20-1,6 6.00 4.70 80 80 1.6 20 61.76 50.45 15.44 12.61 0.00 3.21 2.90

C159 2C-80-40-20-2,0 7.36 5.78 80 80 2.0 20 75.84 61.69 18.96 15.42 0.00 3.21 2.90

C160 2C-80-40-20-2,5 9.00 7.06 80 80 2.5 20 92.56 75.12 23.14 18.78 0.00 3.21 2.89

C161 2C-80-40-20-3,2 11.16 8.76 80 80 3.2 20 114.64 92.60 28.66 23.15 0.00 3.21 2.88

C162 2C-80-50-14-1,25 5.02 4.06 80 100 1.3 14 53.68 66.77 13.42 13.35 0.00 3.27 3.65

C163 2C-80-50-14-1,6 6.38 5.00 80 100 1.6 14 67.90 84.63 16.98 16.93 0.00 3.26 3.64

C164 2C-80-50-15-2,0 7.88 6.18 80 100 2.0 15 82.66 103.86 20.66 20.77 0.00 3.24 3.63

C165 2C-80-50-20-2,5 10.18 8.00 80 100 2.5 20 102.44 127.04 25.60 25.41 0.00 3.17 3.53

C166 2C-80-50-20-3,2 12.74 10.00 80 100 3.2 20 125.10 157.22 31.28 31.44 0.00 3.13 3.51

C167 2C-100-45-10-1,6 6.44 5.16 100 90 1.6 10 106.60 66.25 21.30 14.72 0.00 4.07 3.21

C168 2C-100-45-10-2,0 8.04 6.42 100 90 2.0 10 129.52 82.32 25.90 18.29 0.00 4.01 3.20

C169 2C-100-50-15-1,6 7.02 5.52 100 100 1.6 15 113.40 99.88 22.68 19.98 0.00 4.02 3.77

C170 2C-100-50-15-2,0 8.68 6.82 100 100 2.0 15 138.46 123.34 27.70 24.67 0.00 3.99 3.77

C171 2C-100-50-20-2,5 11.18 8.78 100 100 2.5 20 173.26 150.79 34.66 30.16 0.00 3.94 3.67

C172 2C-100-50-20-3,2 14.02 11.00 100 100 3.2 20 212.84 187.15 42.56 37.43 0.00 3.90 3.65

C173 2C-100-50-20-4,8 20.00 15.70 100 100 4.8 20 289.24 262.03 57.84 52.41 0.00 3.80 3.62

C174 2C-120-50-15-1,6 7.66 6.02 120 100 1.6 15 172.94 115.49 28.82 23.10 0.00 4.75 3.88

C175 2C-120-50-15-2,0 9.48 7.44 120 100 2.0 15 211.60 142.13 35.26 28.43 0.00 4.72 3.87

C176 2C-120-50-20-2,5 12.18 9.56 120 100 2.5 20 266.40 174.36 44.40 34.87 0.00 4.68 3.78

C177 2C-120-50-20-3,2 15.30 12.00 120 100 3.2 20 328.40 216.90 54.74 43.38 0.00 4.63 3.77

C178 2C-120-50-20-4,8 21.92 17.20 120 100 4.8 20 450.40 305.38 75.06 61.08 0.00 4.53 3.73

C179 2C-140-60-20-2,0 11.48 9.00 140 120 2.0 20 352.80 243.30 50.40 40.55 0.00 5.54 4.60

C180 2C-140-60-20-2,5 14.18 11.12 140 120 2.5 20 431.20 298.84 61.60 49.81 0.00 5.51 4.59

C181 2C-140-60-20-3,2 17.86 14.02 140 120 3.2 20 534.60 374.78 76.36 62.46 0.00 5.47 4.58

C182 2C-140-60-25-4,8 26.72 20.98 140 120 4.8 25 765.42 532.11 109.34 88.68 0.00 5.35 4.46

C183 2C-140-65-23-2,0 12.08 9.64 140 130 2.0 23 376.66 357.03 53.76 54.93 0.00 5.58 5.44

C184 2C-160-60-20-2,0 12.08 9.64 160 120 2.0 20 480.40 268.55 61.72 44.76 0.00 6.31 4.71

C185 2C-160-60-20-2,5 15.18 11.92 160 120 2.5 20 589.80 334.22 73.72 55.70 0.00 6.23 4.69

C186 2C-160-60-20-3,2 19.14 15.02 160 120 3.2 20 732.80 418.17 91.60 69.70 0.00 6.19 4.67

C187 2C-160-60-25-4,8 28.64 22.50 160 120 4.8 25 1056.42 596.85 132.06 99.48 0.00 6.07 4.57

C188 2C-180-70-20-2,5 17.18 13.48 180 140 2.5 20 857.60 520.91 95.28 74.42 0.00 7.07 5.51

C189 2C-180-70-20-3,2 22.40 17.58 180 140 3.2 25 1098.40 653.97 122.04 93.42 0.00 7.00 5.40

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COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

C190 2C-180-70-25-4,8 32.40 25.44 180 140 4.8 25 1551.60 935.83 172.40 133.69 0.00 6.92 5.37

C191 2C-200-80-25-2,0 15.76 12.38 200 160 2.0 25 1016.80 619.35 101.68 77.42 0.00 8.03 6.27

C192 2C-200-80-25-2,5 19.68 15.44 200 160 2.5 25 1225.20 765.82 122.52 95.73 0.00 7.89 6.24

C193 2C-200-80-25-3,2 24.80 19.46 200 160 3.2 25 1532.80 959.55 153.28 119.94 0.00 7.86 6.22

C194 2C-200-80-25-4,8 36.40 28.58 200 160 4.8 25 2180.00 1392.90 218.00 174.11 0.00 7.74 6.19

C195 2C-220-80-25-2,5 20.60 16.16 220 160 2.5 25 1530.60 823.99 139.14 103.00 0.00 8.62 6.32

C196 2C-220-80-25-3,2 26.20 20.56 220 160 3.2 25 1917.00 1043.85 174.28 130.48 0.00 8.55 6.31

C197 2C-220-80-25-4,8 38.20 29.98 220 160 4.8 25 2732.00 1503.15 248.40 187.89 0.00 8.46 6.27

C198 2C300-120-30-2.5 29.18 22.90 300 240 2.5 30 4146.00 2634.76 276.00 219.56 0.00 11.92 9.50

C199 2C300-120-30-3.2 37.06 29.08 300 240 3.2 30 5226.00 3333.42 348.00 277.79 0.00 11.87 9.48

C200 2C260-100-25-3.2 31.30 24.56 260 200 3.2 25 3268.00 1972.96 252.00 197.30 0.00 10.22 7.94

NOTA AL AGREGAR CUALQUIER C DESPUES DEL CODIGO

C147, PARA HACERLA DOBLE BASTA CON COPIAR Y PEGAR LA FILA 143

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COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

UI101 C-140-55-1,6 3.92 3.06 140 55 1.6 1.6 116.80 11.34 16.69 2.69 1.28 5.46 1.70

UI102 C-140-55-2.0 4.87 3.80 140 55 2.0 2.0 144.20 14.01 20.60 3.33 1.30 5.44 1.70

UI103 C-140-55-2.75 6.63 5.17 140 55 2.8 2.8 193.50 18.84 27.64 4.52 1.33 5.40 1.69

UI104 C-140-55-3.2 7.66 5.97 140 55 3.2 3.2 221.90 21.63 31.70 5.21 1.35 5.38 1.68

UI105 C-140-55-4.76 11.16 9.02 140 55 4.8 4.8 313.50 30.70 44.79 7.53 1.42 5.30 1.66

UI106 C-135-32-1.6 3.10 2.42 135 32 1.6 1.6 74.60 2.46 11.05 0.94 0.58 4.91 0.89

UI107 C-135-32-2.0 3.85 3.00 135 32 2.0 2.0 91.70 3.02 13.60 1.16 0.60 4.88 0.89

UI108 C-140-40-15-2,0 4.74 3.70 140 40 2.0 2.0 132.80 9.75 18.97 3.38 1.12 5.29 1.43

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COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

UI201 2C-140-55-1,6 7.84 6.12 140 110 1.6 1.6 233.60 162.30 33.37 29.51 0.00 5.46 4.55

UI202 2C-140-55-2.0 9.74 7.60 140 110 2.0 2.0 288.40 199.83 41.20 36.33 0.00 5.44 4.53

UI203 2C-140-55-2.75 13.26 10.34 140 110 2.8 2.8 387.00 268.26 55.29 48.77 0.00 5.40 4.50

UI204 2C-140-55-3.2 15.32 11.95 140 110 3.2 3.2 443.80 307.11 63.40 55.84 0.00 5.38 4.48

UI205 2C-140-55-4.76 22.32 17.41 140 110 4.8 4.8 627.00 432.95 89.57 78.72 0.00 5.30 4.40

UI206 2C-135-32-1.6 6.20 4.84 135 64 1.6 1.6 149.20 47.48 22.10 14.84 0.00 4.91 2.77

UI207 2C-135-32-2.0 7.70 6.01 135 64 2.0 2.0 183.40 58.09 27.17 18.15 0.00 4.88 2.75

UI208 2C-140-40-15-2,0 9.48 7.39 140 80 2.0 2.0 265.60 98.13 37.94 24.53 0.00 5.29 3.22

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COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U101 U-40-20-2,5 1.70 1.40 40 20 2.5 2.5 4.00 0.60 2.00 0.40 0.70 1.50 0.60

U102 U-40-20-3,2 2.20 1.80 40 20 3.2 3.2 4.90 0.80 2.40 0.60 0.70 1.50 0.60

U103 U-50-25-2,5 2.20 1.80 50 25 2.5 2.5 8.20 1.30 3.30 0.80 0.80 1.90 0.70

U104 U-50-25-3,2 2.90 2.30 50 25 3.2 3.2 10.00 1.70 4.00 1.00 0.80 1.90 0.70

U105 U-60-30-2,0 2.27 1.78 60 30 2.0 2.0 12.56 2.00 4.19 0.92 0.74 2.35 0.94

U106 U-60-30-2,5 2.79 2.19 60 30 2.5 2.5 15.15 2.42 5.05 1.13 0.74 2.33 0.93

U107 U-60-30-3,2 3.50 2.75 60 30 3.2 3.2 18.43 2.97 6.14 1.41 0.74 2.29 0.92

U108 U-60-30-4,8 5.00 3.92 60 30 4.8 4.8 24.46 4.01 8.15 1.98 0.74 2.21 0.90

U109 U-80-35-1,6 2.30 1.80 80 35 1.6 1.6 23.24 2.77 5.81 1.06 0.89 3.18 1.10

U110 U-80-35-2,0 2.84 2.23 80 35 2.0 2.0 28.60 3.39 7.15 1.31 0.91 3.17 1.09

U111 U-80-35-2.5 3.50 2.75 80 35 2.5 2.5 35.08 4.16 8.77 1.62 0.93 3.17 1.09

U112 U-80-35-3.2 4.39 3.45 80 35 3.2 3.2 43.68 5.16 10.92 2.03 0.96 3.15 1.08

U113 U-80-40-1,6 2.46 1.93 80 40 1.6 1.6 25.72 4.01 6.43 1.37 1.07 3.23 1.28

U114 U-80-40-2,0 3.04 2.39 80 40 2.0 2.0 31.64 4.92 7.91 1.69 1.09 3.23 1.27

U115 U-80-40-2,5 3.70 2.90 80 40 2.5 2.5 37.00 6.00 9.00 2.10 1.20 3.10 1.30

U116 U-80-40-3,2 4.80 3.80 80 40 3.2 3.2 45.90 7.40 11.40 2.60 1.10 3.10 1.30

U117 U-80-40-4,8 7.00 5.50 80 40 4.8 4.8 62.10 10.40 15.50 4.00 1.40 3.00 1.20

U118 U-100-40-1.6 2.78 2.18 100 40 1.6 1.6 43.10 4.26 8.62 1.41 0.98 3.94 1.24

U119 U-100-40-2,0 3.44 2.70 100 40 2.0 2.0 53.15 5.25 10.63 1.74 0.98 3.93 1.24

U120 U-100-40-2,5 4.25 3.34 100 40 2.5 2.5 65.40 6.45 13.08 2.15 1.00 3.92 1.23

U121 U-100-40-3.2 5.35 4.20 100 40 3.2 3.2 81.85 8.05 16.37 2.71 1.03 3.91 1.23

U122 U-100-50-1.6 3.10 2.43 100 50 1.6 1.6 50.85 7.91 10.17 2.15 1.32 4.05 1.60

U123 U-100-50-2,0 3.84 3.01 100 50 2.0 2.0 62.75 9.77 12.55 2.67 1.34 4.04 1.60

U124 U-100-50-2,5 4.59 3.60 100 50 2.5 2.5 70.32 9.22 14.06 2.43 1.21 3.91 1.42

U125 U-100-50-3,2 6.10 4.80 100 50 3.2 3.2 92.60 14.80 18.60 4.20 1.50 3.90 1.60

U126 U-100-50-4,8 8.90 7.00 100 50 4.8 4.8 128.00 21.30 25.60 6.20 1.60 3.80 1.60

U127 U-120-45-1,6 3.26 2.56 120 45 1.6 1.6 71.70 6.23 11.95 1.80 1.04 4.69 1.38

U128 U-120-45-2.0 4.04 3.17 120 45 2.0 2.0 88.68 7.69 14.78 2.23 1.05 4.69 1.38

U129 U-120-45-2.5 5.00 3.93 120 45 2.5 2.5 109.38 9.44 18.23 2.76 1.08 4.68 1.37

U130 U-120-45-3.2 6.31 4.95 120 45 3.2 3.2 137.34 11.83 22.89 3.49 1.11 4.67 1.37

U131 U-120-50-2,5 5.09 3.99 120 50 2.5 2.5 107.92 9.75 17.98 2.50 1.10 4.61 1.38

U132 U-120-50-3,2 6.70 5.30 120 50 3.2 3.2 142.90 16.70 23.80 4.10 0.90 4.60 1.60

U133 U-120-50-4,8 9.90 7.80 120 50 4.8 4.8 202.20 24.10 33.70 5.90 1.00 4.50 1.60

U134 U-120-60-3,2 7.40 5.80 120 60 3.2 3.2 164.30 26.50 27.40 6.40 1.90 4.80 1.90

U135 U-120-60-4,8 10.80 8.50 120 60 4.8 4.8 234.60 37.50 39.10 9.00 1.90 4.80 1.90

U136 U-140-45-1,6 3.58 2.81 140 45 1.6 1.6 103.11 6.50 14.73 1.83 0.95 5.37 1.35

U137 U-140-45-2.0 4.44 3.49 140 45 2.0 2.0 127.61 8.01 18.23 2.27 0.97 5.36 1.34

U138 U-140-45-2.5 5.50 4.32 140 45 2.5 2.5 157.64 9.86 22.52 2.81 0.99 5.35 1.34

U139 U-140-50-3,2 7.01 5.50 140 50 3.2 3.2 190.92 11.65 27.25 2.92 1.00 5.22 1.29

U140 U-140-50-4,8 10.00 7.85 140 50 4.8 4.8 258.24 12.97 36.95 3.23 0.98 5.08 1.14

U141 U-140-70-3,2 8.70 6.80 140 70 3.2 3.2 253.50 42.20 36.20 8.40 2.00 5.50 2.20

U142 U-140-70-4,8 12.70 10.00 140 70 4.8 4.8 375.10 60.70 53.50 12.40 2.10 5.50 2.20

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(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U143 U-160-50-1.6 4.06 3.19 160 50 1.6 1.6 151.76 9.05 18.97 2.28 1.03 6.11 1.49

U144 U-160-50-2.0 5.04 3.96 160 50 2.0 2.0 188.08 11.18 23.51 2.83 1.05 6.11 1.49

U145 U-160-50-2.5 6.25 4.91 160 50 2.5 2.5 232.64 13.76 29.08 3.50 1.07 6.10 1.48

U146 U-160-50-3.2 7.91 6.21 160 50 3.2 3.2 293.36 17.24 36.67 4.42 1.10 6.09 1.48

U147 U-160-60-3,2 8.29 6.50 160 60 3.2 3.2 303.35 21.66 37.90 4.56 1.25 6.05 1.62

U148 U-160-60-4,8 11.92 9.36 160 60 4.8 4.8 417.61 25.88 52.20 5.42 1.22 5.92 1.47

U149 U-160-80-3,2 9.57 7.51 160 80 3.2 3.2 382.03 52.18 47.80 8.62 1.94 6.32 2.34

U150 U-160-80-4,8 13.84 10.87 160 80 4.8 4.8 533.23 66.95 66.60 11.00 1.91 6.21 2.20

U151 U-180-60-1.6 4.79 3.69 180 60 1.6 1.6 226.44 19.41 25.16 4.07 1.23 6.88 2.01

U152 U-180-60-2.0 5.84 4.58 180 60 2.0 2.0 280.98 23.74 31.22 5.04 1.29 6.94 2.02

U153 U-180-60-2.5 7.25 5.69 180 60 2.5 2.5 347.94 29.97 38.66 6.39 1.31 6.93 2.03

U154 U-180-60-3,2 8.93 7.01 180 60 3.2 3.2 402.44 22.36 44.70 4.63 1.17 6.71 1.58

U155 U-180-60-4,8 12.88 10.11 180 60 4.8 4.8 556.97 26.74 61.90 5.51 1.15 6.57 1.44

U156 U-180-80-3,2 10.21 8.01 180 80 3.2 3.2 502.45 54.09 55.80 8.77 1.83 7.02 2.30

U157 U-180-80-4,8 14.80 11.61 180 80 4.8 4.8 704.31 69.46 78.20 11.21 1.81 6.90 2.17

U158 U-200-60-1.6 5.02 3.94 200 60 1.6 1.6 290.60 15.92 29.06 3.31 1.19 7.61 1.78

U159 U-200-60-2.0 6.24 4.90 200 60 2.0 2.0 360.70 19.69 36.07 4.11 1.21 7.60 1.78

U160 U-200-60-2.5 7.75 6.08 200 60 2.5 2.5 447.00 24.33 44.70 5.10 1.23 7.59 1.77

U161 U-200-60-3,2 9.83 7.72 200 60 3.2 3.2 565.30 30.62 56.53 6.46 1.26 7.58 1.76

U162 U-200-60-4,8 13.84 10.87 200 60 4.8 4.8 722.11 27.47 72.21 5.59 1.09 7.22 1.41

U163 U-200-80-3,2 10.85 8.51 200 80 3.2 3.2 643.29 55.78 64.33 8.90 1.73 7.70 2.27

U164 U-200-80-4,8 15.76 12.38 200 80 4.8 4.8 905.01 71.67 90.50 11.40 1.71 7.58 2.13

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COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U201 2U-40-20-2,5 3.40 2.80 40 40 2.5 2.5 8.00 6.95 4.00 3.47 0.00 1.53 1.43

U202 2U-40-20-3,2 4.40 3.60 40 40 2.5 2.5 9.80 9.04 4.90 4.52 0.00 1.49 1.43

U203 2U-50-25-2,5 4.40 3.60 40 50 2.5 2.5 16.40 15.32 8.20 6.13 0.00 1.93 1.87

U204 2U-50-25-3,2 5.80 4.60 40 50 2.5 2.5 20.00 20.16 10.00 8.06 0.00 1.86 1.86

U205 2U-60-30-2,0 4.54 3.56 40 60 2.5 2.5 25.12 27.19 12.56 9.06 0.00 2.35 2.45

U206 2U-60-30-2,5 5.58 4.38 40 60 2.5 2.5 30.30 33.34 15.15 11.11 0.00 2.33 2.44

U207 2U-60-30-3,2 7.00 5.50 40 60 2.5 2.5 36.86 41.69 18.43 13.90 0.00 2.29 2.44

U208 2U-60-30-4,8 10.00 7.84 40 60 2.5 2.5 48.92 59.10 24.46 19.70 0.00 2.21 2.43

U209 2U-80-35-1,6 4.60 3.60 40 70 2.5 2.5 46.48 36.87 23.24 10.53 0.00 3.18 2.83

U210 2U-80-35-2,0 5.68 4.46 40 70 2.5 2.5 57.20 44.89 28.60 12.83 0.00 3.17 2.81

U211 2U-80-35-2.5 7.00 5.50 40 70 2.5 2.5 70.16 54.56 35.08 15.59 0.00 3.17 2.79

U212 2U-80-35-3.2 8.78 6.90 40 70 2.5 2.5 87.36 66.96 43.68 19.13 0.00 3.15 2.76

U213 2U-80-40-1,6 4.92 3.86 40 80 2.5 2.5 51.44 50.27 25.72 12.57 0.00 3.23 3.20

U214 2U-80-40-2,0 6.08 4.78 40 80 2.5 2.5 63.28 61.32 31.64 15.33 0.00 3.23 3.18

U215 2U-80-40-2,5 7.40 5.80 40 80 2.5 2.5 74.00 70.02 37.00 17.50 0.00 3.16 3.08

U216 2U-80-40-3,2 9.60 7.60 40 80 2.5 2.5 91.80 95.54 45.90 23.88 0.00 3.09 3.15

U217 2U-80-40-4,8 14.00 11.00 40 80 2.5 2.5 124.20 115.44 62.10 28.86 0.00 2.98 2.87

U218 2U-100-40-1.6 5.56 4.36 40 80 2.5 2.5 86.20 59.23 43.10 14.81 0.00 3.94 3.26

U219 2U-100-40-2,0 6.88 5.40 40 80 2.5 2.5 106.30 73.26 53.15 18.31 0.00 3.93 3.26

U220 2U-100-40-2,5 8.50 6.68 40 80 2.5 2.5 130.80 89.40 65.40 22.35 0.00 3.92 3.24

U221 2U-100-40-3.2 10.70 8.40 40 80 2.5 2.5 163.70 110.48 81.85 27.62 0.00 3.91 3.21

U222 2U-100-50-1.6 6.20 4.86 40 100 2.5 2.5 101.70 99.79 50.85 19.96 0.00 4.05 4.01

U223 2U-100-50-2,0 7.68 6.02 40 100 2.5 2.5 125.50 122.42 62.75 24.48 0.00 4.04 3.99

U224 2U-100-50-2,5 9.18 7.20 40 100 2.5 2.5 140.64 150.30 70.32 30.06 0.00 3.91 4.05

U225 2U-100-50-3,2 12.20 9.60 40 100 2.5 2.5 185.20 179.05 92.60 35.81 0.00 3.90 3.83

U226 2U-100-50-4,8 17.80 14.00 40 100 2.5 2.5 256.00 248.37 128.00 49.67 0.00 3.79 3.74

U227 2U-120-45-1,6 6.52 5.12 40 90 2.5 2.5 143.40 90.51 71.70 20.11 0.00 4.69 3.73

U228 2U-120-45-2.0 8.08 6.34 40 90 2.5 2.5 177.36 111.56 88.68 24.79 0.00 4.69 3.72

U229 2U-120-45-2.5 10.00 7.86 40 90 2.5 2.5 218.76 135.84 109.38 30.19 0.00 4.68 3.69

U230 2U-120-45-3.2 12.62 9.90 40 90 2.5 2.5 274.68 168.69 137.34 37.49 0.00 4.67 3.66

U231 2U-120-50-2,5 10.18 7.98 40 100 2.5 2.5 215.84 174.34 107.92 34.87 0.00 4.60 4.14

U232 2U-120-50-3,2 13.40 10.60 40 100 2.5 2.5 285.80 258.65 142.90 51.73 0.00 4.62 4.39

U233 2U-120-50-4,8 19.80 15.60 40 100 2.5 2.5 404.40 365.00 202.20 73.00 0.00 4.52 4.29

U234 2U-120-60-3,2 14.80 11.60 40 120 2.5 2.5 328.60 301.79 164.30 50.30 0.00 4.71 4.52

U235 2U-120-60-4,8 21.60 17.00 40 120 2.5 2.5 469.20 438.10 234.60 73.02 0.00 4.66 4.50

U236 2U-140-45-1,6 7.16 5.62 40 90 2.5 2.5 206.22 103.23 103.11 22.94 0.00 5.37 3.80

U237 2U-140-45-2.0 8.88 6.98 40 90 2.5 2.5 255.22 126.68 127.61 28.15 0.00 5.36 3.78

U238 2U-140-45-2.5 11.00 8.64 40 90 2.5 2.5 315.28 155.25 157.64 34.50 0.00 5.35 3.76

U239 2U-140-50-3,2 14.02 11.00 40 100 2.5 2.5 381.84 247.62 190.92 49.52 0.00 5.22 4.20

U240 2U-140-50-4,8 20.00 15.70 40 100 2.5 2.5 516.48 349.15 258.24 69.83 0.00 5.08 4.18

U241 2U-140-70-3,2 17.40 13.60 40 140 2.5 2.5 507.00 519.40 253.50 74.20 0.00 5.40 5.46

U242 2U-140-70-4,8 25.40 20.00 40 140 2.5 2.5 750.20 731.25 375.10 104.46 0.00 5.43 5.37

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(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U243 2U-160-50-1.6 8.12 6.38 40 100 2.5 2.5 303.52 146.08 151.76 29.22 0.00 6.11 4.24

U244 2U-160-50-2.0 10.08 7.92 40 100 2.5 2.5 376.16 179.63 188.08 35.93 0.00 6.11 4.22

U245 2U-160-50-2.5 12.50 9.82 40 100 2.5 2.5 465.28 220.57 232.64 44.11 0.00 6.10 4.20

U246 2U-160-50-3.2 15.82 12.42 40 100 2.5 2.5 586.72 275.10 293.36 55.02 0.00 6.09 4.17

U247 2U-160-60-3,2 16.58 13.00 40 120 2.5 2.5 606.70 417.41 303.35 69.57 0.00 6.05 5.02

U248 2U-160-60-4,8 23.84 18.72 40 120 2.5 2.5 835.22 596.47 417.61 99.41 0.00 5.92 5.00

U249 2U-160-80-3,2 19.14 15.02 40 160 2.5 2.5 764.06 807.25 382.03 100.91 0.00 6.32 6.49

U250 2U-160-80-4,8 27.68 21.74 40 160 2.5 2.5 1066.46 1160.50 533.23 145.06 0.00 6.21 6.47

U251 2U-180-60-1.6 9.58 7.38 40 120 2.5 2.5 452.88 256.80 226.44 42.80 0.00 6.88 5.18

U252 2U-180-60-2.0 11.68 9.16 40 120 2.5 2.5 561.96 306.59 280.98 51.10 0.00 6.94 5.12

U253 2U-180-60-2.5 14.50 11.38 40 120 2.5 2.5 695.88 378.88 347.94 63.15 0.00 6.93 5.11

U254 2U-180-60-3,2 17.86 14.02 40 120 2.5 2.5 804.88 461.37 402.44 76.90 0.00 6.71 5.08

U255 2U-180-60-4,8 25.76 20.22 40 120 2.5 2.5 1113.94 659.42 556.97 109.90 0.00 6.58 5.06

U256 2U-180-80-3,2 20.42 16.02 40 160 2.5 2.5 1004.90 885.55 502.45 110.69 0.00 7.02 6.59

U257 2U-180-80-4,8 29.60 23.22 40 160 2.5 2.5 1408.62 1273.08 704.31 159.13 0.00 6.90 6.56

U258 2U-200-60-1.6 10.04 7.88 40 120 2.5 2.5 581.20 264.13 290.60 44.02 0.00 7.61 5.13

U259 2U-200-60-2.0 12.48 9.80 40 120 2.5 2.5 721.40 325.72 360.70 54.29 0.00 7.60 5.11

U260 2U-200-60-2.5 15.50 12.16 40 120 2.5 2.5 894.00 401.32 447.00 66.89 0.00 7.59 5.09

U261 2U-200-60-3,2 19.66 15.44 40 120 2.5 2.5 1130.60 502.95 565.30 83.83 0.00 7.58 5.06

U262 2U-200-60-4,8 27.68 21.74 40 120 2.5 2.5 1444.22 722.25 722.11 120.38 0.00 7.22 5.11

U263 2U-200-80-3,2 21.70 17.02 40 160 2.5 2.5 1286.58 964.65 643.29 120.58 0.00 7.70 6.67

U264 2U-200-80-4,8 31.52 24.76 40 160 2.5 2.5 1810.02 1390.40 905.01 173.80 0.00 7.58 6.64

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PERFILES ESTRUCTURALES U CONFORMADOS COMESI

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U301 P026 COMESI 4.80 3.77 100 50 2.5 2.5 70.32 9.22 14.06 2.43 1.21 3.83 1.39

U302 P038 COMESI 7.36 5.78 120 60 3.2 3.2 164.30 26.50 27.40 6.40 1.86 4.72 1.90

U303 P053 COMESI 9.29 7.29 160 70 3.2 3.2 372.04 44.48 46.51 8.48 1.75 6.33 2.19

U304 P057 COMESI 13.77 10.81 160 70 4.8 4.8 535.76 63.96 66.97 12.32 1.81 6.24 2.16

U305 P056 COMESI 15.18 11.92 190 70 4.8 4.8 803.43 67.18 84.57 12.59 1.66 7.28 2.10

U306 P072 COMESI 19.92 15.64 250 90 4.8 4.8 1836.44 146.76 146.91 21.16 2.06 9.60 2.71

U311 2 P026 COMESI 9.60 7.54 100 100 2.5 2.5 140.64 156.34 28.12 31.27 0.00 3.83 4.04

U312 2 P038 COMESI 14.72 11.56 120 120 3.2 3.2 328.60 305.29 54.80 50.88 0.00 4.72 4.55

U313 2 P053 COMESI 18.58 14.58 160 140 3.2 3.2 744.08 601.07 93.02 85.87 0.00 6.33 5.69

U314 2 P057 COMESI 27.54 21.62 160 140 4.8 4.8 1071.52 869.74 133.94 124.25 0.00 6.24 5.62

U315 2 P056 COMESI 30.36 23.84 190 140 4.8 4.8 1606.86 1000.09 169.14 142.87 0.00 7.28 5.74

U316 2 P072 COMESI 39.84 31.28 250 180 4.8 4.8 3672.88 2212.36 293.82 245.82 0.00 9.60 7.45

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COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U401 NPU 5 7.12 5.59 50 38 5.0 7 26.40 9.12 10.60 3.75 1.37 1.93 1.13

U402 NPU 6 1/2 9.03 7.09 65 42 5.5 8 57.50 14.10 17.70 5.07 1.42 2.52 1.25

U403 NPU 8 11.00 8.64 80 45 6.0 8 106.00 19.40 26.50 6.36 1.45 3.10 1.33

U404 NPU 10 13.50 10.60 100 50 6.0 9 206.00 29.30 41.20 8.49 1.55 3.91 1.47

U405 NPU 12 17.00 13.35 120 55 7.0 9 364.00 43.20 60.70 11.10 1.60 4.63 1.59

U406 NPU 14 20.40 16.01 140 60 7.0 10 605.00 62.70 86.40 14.80 1.75 5.45 1.75

U407 NPU 16 24.00 18.84 160 65 7.5 11 925.00 85.30 116.00 18.30 1.84 6.21 1.89

U408 NPU 18 28.00 21.98 180 70 8.0 11 1354.00 114.00 150.00 22.40 1.92 6.95 2.02

U409 NPU 20 32.20 25.28 200 75 8.5 12 1911.00 148.00 191.00 27.00 2.01 7.70 2.14

U410 NPU 22 37.40 29.36 220 80 9.0 13 2690.00 197.00 245.00 33.60 2.14 8.48 2.30

U411 NPU 24 42.30 33.21 240 85 9.5 13 3598.00 248.00 300.00 39.60 2.23 9.22 2.42

U412 NPU 26 48.30 37.92 260 90 10.0 14 4823.00 317.00 371.00 47.70 2.36 9.99 2.56

U413 NPU 28 53.30 41.84 280 95 10.0 15 6276.00 399.00 448.00 57.20 2.53 10.85 2.74

U414 NPU 30 58.80 46.16 300 100 10.0 16 8026.00 495.00 535.00 67.80 2.70 11.68 2.90

U415 NPU 32 75.80 59.50 320 100 14.0 18 10870.00 597.00 679.00 80.60 2.60 11.98 2.81

U416 NPU 35 77.30 60.60 350 100 14.0 16 12840.00 570.00 734.00 75.00 2.40 12.89 2.72

U417 NPU 40 91.50 71.80 400 110 14.0 18 20350.00 840.00 1020.00 102.00 2.65 14.91 3.03

U451 2 NPU 5 14.24 11.18 50 76 5.0 7 52.80 102.33 21.20 26.93 0.00 1.93 2.68

U452 2 NPU 6 1/2 18.06 14.18 65 84 5.5 8 115.00 167.77 35.40 39.95 0.00 2.52 3.05

U453 2 NPU 8 22.00 17.28 80 90 6.0 8 212.00 243.46 53.00 54.10 0.00 3.10 3.33

U454 2 NPU 10 27.00 21.20 100 100 6.0 9 412.00 379.97 82.40 75.99 0.00 3.91 3.75

U455 2 NPU 12 34.00 26.70 120 110 7.0 9 728.00 603.54 121.40 109.73 0.00 4.63 4.21

U456 2 NPU 14 40.80 32.02 140 120 7.0 10 1210.00 862.35 172.80 143.73 0.00 5.45 4.60

U457 2 NPU 16 48.00 37.68 160 130 7.5 11 1850.00 1212.95 232.00 186.61 0.00 6.21 5.03

U458 2 NPU 18 56.00 43.96 180 140 8.0 11 2708.00 1673.16 300.00 239.02 0.00 6.95 5.47

U459 2 NPU 20 64.40 50.56 200 150 8.5 12 3822.00 2237.02 382.00 298.27 0.00 7.70 5.89

U460 2 NPU 22 74.80 58.72 220 160 9.0 13 5380.00 2962.60 490.00 370.33 0.00 8.48 6.29

U461 2 NPU 24 84.60 66.42 240 170 9.5 13 7196.00 3821.87 600.00 449.63 0.00 9.22 6.72

U462 2 NPU 26 96.60 75.84 260 180 10.0 14 9646.00 4893.06 742.00 543.67 0.00 9.99 7.12

U463 2 NPU 28 106.60 83.68 280 190 10.0 15 12552.00 5976.72 896.00 629.13 0.00 10.85 7.49

U464 2 NPU 30 117.60 92.32 300 200 10.0 16 16052.00 7256.90 1070.00 725.69 0.00 11.68 7.86

U465 2 NPU 32 151.60 119.00 320 200 14.0 18 21740.00 9495.62 1358.00 949.56 0.00 11.98 7.91

U466 2 NPU 35 154.60 121.20 350 200 14.0 16 25680.00 10069.70 1468.00 1006.97 0.00 12.89 8.07

U467 2 NPU 40 183.00 143.60 400 220 14.0 18 40700.00 14439.22 2040.00 1312.66 0.00 14.91 8.88

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COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U501 PU STD 3"x1-1/2" 7.78 6.11 76 35.8 4.3 0.00 68.90 8.20 18.10 3.32 1.11 2.98 1.03

U502 PU STD 4"x1-5/8" 10.10 7.95 102 40.1 4.6 0.00 159.50 13.10 31.40 4.61 1.17 3.97 1.14

U503 PU STD 5"x1-3/4" 12.58 10.00 127 44.5 4.8 8.13 308.00 20.00 49.20 6.20 1.22 4.95 1.26

U504 PU STD 6"x2" 15.50 12.20 152 48.8 5.1 8.71 541.00 29.10 70.50 8.16 1.31 5.91 1.37

U505 PU STD 7"x2-1/8" 18.40 14.60 178 53.1 5.3 9.33 878.00 40.80 98.30 10.30 1.35 6.91 1.49

U506 PU STD 8"x2-1/4" 21.80 17.10 203 57.4 5.6 9.90 1344.00 54.90 132.70 12.90 1.48 7.85 1.59

U507 PU STD 10"x2-5/8" 37.90 29.76 254 69.6 9.6 11.10 3267.00 117.00 257.10 21.30 1.47 9.28 1.76

U508 PU STD 12"x3" 39.10 30.70 305 74.7 7.1 0.00 5370.00 161.10 352.00 28.30 1.78 11.72 2.03

U521 2 PU STD 3"x1-1/2" 15.56 12.22 76 71.60 4.3 0.00 137.80 111.32 36.20 31.10 0.00 2.98 2.67

U522 2 PU STD 4"x1-5/8" 20.20 15.90 102 80.20 4.6 0.00 319.00 189.31 62.80 47.21 0.00 3.97 3.06

U523 2 PU STD 5"x1-3/4" 25.16 20.00 127 89.00 4.8 8.13 616.00 301.81 98.40 67.82 0.00 4.95 3.46

U524 2 PU STD 6"x2" 31.00 24.40 152 97.60 5.1 8.71 1082.00 452.45 141.00 92.71 0.00 5.91 3.82

U525 2 PU STD 7"x2-1/8" 36.80 29.20 178 106.18 5.3 9.33 1756.00 659.02 196.60 124.13 0.00 6.91 4.23

U526 2 PU STD 8"x2-1/4" 43.60 34.20 203 114.80 5.6 9.90 2688.00 899.48 265.40 156.70 0.00 7.85 4.54

U527 2 PU STD 10"x2-5/8" 75.80 59.52 254 139.20 9.6 11.10 6534.00 2521.08 514.20 362.22 0.00 9.28 5.77

U528 2 PU STD 12"x3" 78.20 61.40 305 149.40 7.1 0.00 10740.00 2856.31 704.00 382.37 0.00 11.72 6.04

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COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U601

U602

U603

U604

U605

U606

U607

U608

U609

U610

U611

U612

U613

U614

U615

U616

6U17

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PERFILES I NORMALES LAMINADOS.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

I101 NPI 80 7.57 5.94 80 42 3.9 6 77.80 6.29 19.50 3.00 0.00 3.21 0.91

I102 NPI 100 10.60 8.34 100 50 4.5 7 171.00 12.20 34.20 4.88 0.00 4.02 1.07

I103 NPI 120 14.20 11.10 120 58 5.1 8 328.00 21.50 54.70 7.41 0.00 4.81 1.23

I104 NPI 140 18.20 14.30 140 66 5.7 9 573.00 35.20 81.90 10.70 0.00 5.61 1.39

I105 NPI 160 22.80 17.90 160 74 6.3 10 935.00 54.70 117.00 14.80 0.00 6.40 1.55

I106 NPI 180 27.90 21.90 180 82 6.9 10 1450.00 81.30 161.00 19.80 0.00 7.21 1.71

I107 NPI 200 33.40 26.20 200 90 7.5 11 2140.00 117.00 214.00 26.00 0.00 8.00 1.87

I108 NPI 220 39.50 31.10 220 98 8.1 12 3060.00 162.00 278.00 33.10 0.00 8.80 2.03

I109 NPI 240 46.10 36.20 240 106 8.7 13 4250.00 221.00 354.00 41.70 0.00 9.60 2.19

I110 NPI 260 53.30 41.90 260 113 9.4 14 5740.00 288.00 442.00 51.00 0.00 10.38 2.32

I111 NPI 280 61.00 47.90 280 119 10.1 15 7590.00 364.00 542.00 61.20 0.00 11.15 2.44

I112 NPI 300 69.00 54.20 300 125 10.8 16 9800.00 451.00 653.00 72.20 0.00 11.92 2.56

I113 NPI 320 77.70 61.00 320 131 11.5 17 12510.00 555.00 782.00 84.70 0.00 12.69 2.67

I114 NPI 340 86.70 68.00 340 137 12.2 18 15700.00 674.00 923.00 98.40 0.00 13.46 2.79

I115 NPI 360 97.00 76.10 360 143 13.0 20 19610.00 818.00 1090.00 114.00 0.00 14.22 2.90

I116 NPI 380 107.00 84.00 380 149 13.7 21 24010.00 975.00 1260.00 131.00 0.00 14.98 3.02

I117 NPI 400 118.00 92.40 400 155 14.4 22 29210.00 1160.00 1460.00 149.00 0.00 15.73 3.14

I121 2 NPI 80 15.14 11.88 80 42 3.9 6 155.60 79.35 39.00 18.89 0.00 3.21 2.29

I122 2 NPI 100 21.20 16.68 100 50 4.5 7 342.00 156.90 68.40 31.38 0.00 4.02 2.72

I123 2 NPI 120 28.40 22.20 120 58 5.1 8 656.00 281.84 109.40 48.59 0.00 4.81 3.15

I124 2 NPI 140 36.40 28.60 140 66 5.7 9 1146.00 466.80 163.80 70.73 0.00 5.61 3.58

I125 2 NPI 160 45.60 35.80 160 74 6.3 10 1870.00 733.66 234.00 99.14 0.00 6.40 4.01

I126 2 NPI 180 55.80 43.80 180 82 6.9 10 2900.00 1100.60 322.00 134.22 0.00 7.21 4.44

I127 2 NPI 200 66.80 52.40 200 90 7.5 11 4280.00 1586.70 428.00 176.30 0.00 8.00 4.87

I128 2 NPI 220 79.00 62.20 220 98 8.1 12 6120.00 2220.79 556.00 226.61 0.00 8.80 5.30

I129 2 NPI 240 92.20 72.40 240 106 8.7 13 8500.00 3031.90 708.00 286.03 0.00 9.60 5.73

I130 2 NPI 260 106.60 83.80 260 113 9.4 14 11480.00 3978.94 884.00 352.12 0.00 10.38 6.11

I131 2 NPI 280 122.00 95.80 280 119 10.1 15 15180.00 5047.11 1084.00 424.13 0.00 11.15 6.43

I132 2 NPI 300 138.00 108.40 300 125 10.8 16 19600.00 6292.63 1306.00 503.41 0.00 11.92 6.75

I133 2 NPI 320 155.40 122.00 320 131 11.5 17 25020.00 7777.05 1564.00 593.67 0.00 12.69 7.07

I134 2 NPI 340 173.40 136.00 340 137 12.2 18 31400.00 9484.36 1846.00 692.29 0.00 13.46 7.40

I135 2 NPI 360 194.00 152.20 360 143 13.0 20 39220.00 11553.77 2180.00 807.96 0.00 14.22 7.72

I136 2 NPI 380 214.00 168.00 380 149 13.7 21 48020.00 13827.54 2520.00 928.02 0.00 14.98 8.04

I137 2 NPI 400 236.00 184.80 400 155 14.4 22 58420.00 16494.75 2920.00 1064.18 0.00 15.73 8.36

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PERFILES IPB NORMALES LAMINADOS. ( HEB - GREY )

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

I201 IPB 100 26.00 20.40 100 100 6.0 10 450.00 167.00 89.90 33.50 0.00 4.16 2.53

I202 IPB 120 34.00 26.70 120 120 6.5 11 864.00 318.00 144.00 52.90 0.00 5.04 3.06

I203 IPB 140 43.00 33.70 140 140 7.0 12 1510.00 550.00 216.00 78.50 0.00 5.93 3.58

I204 IPB 160 54.30 42.60 160 160 8.0 13 2490.00 889.00 311.00 111.00 0.00 6.77 4.05

I205 IPB 180 65.30 51.20 180 180 8.5 14 3830.00 1360.00 426.00 151.00 0.00 7.66 4.56

I206 IPB 200 78.10 61.30 200 200 9.0 15 5700.00 2000.00 570.00 200.00 0.00 8.54 5.06

I207 IPB 220 91.00 71.50 220 220 9.5 16 8090.00 2840.00 736.00 258.00 0.00 9.43 5.59

I208 IPB 240 106.00 83.20 240 240 10.0 18 11260.00 3920.00 938.00 327.00 0.00 10.31 6.08

I209 IPB 260 118.00 93.00 260 260 10.0 18 14920.00 5130.00 1150.00 395.00 0.00 11.24 6.59

I210 IPB 280 131.00 103.00 280 280 10.5 18 19270.00 6590.00 1380.00 471.00 0.00 12.13 7.09

I211 IPB 300 149.00 117.00 300 300 11.0 19 25170.00 8560.00 1680.00 571.00 0.00 13.00 7.58

I212 IPB 320 161.00 127.00 320 300 11.5 21 30820.00 9240.00 1930.00 616.00 0.00 13.84 7.58

I213 IPB 340 171.00 134.00 340 300 12.0 22 36660.00 9690.00 2160.00 646.00 0.00 14.64 7.53

I214 IPB 360 181.00 142.00 360 300 12.5 23 43190.00 10140.00 2400.00 676.00 0.00 15.45 7.48

I215 IPB 400 198.00 155.00 400 300 13.5 24 57680.00 10820.00 2880.00 721.00 0.00 17.07 7.39

I216 IPB 450 218.00 171.00 450 300 14.0 26 79890.00 11720.00 3550.00 781.00 0.00 19.14 7.33

I217 IPB 500 239.00 187.00 500 300 14.5 28 107200.0 12620.00 4290.00 842.00 0.00 21.18 7.27

I218 IPB 550 254.00 199.00 550 300 15.0 29 136700.0 13080.00 4970.00 872.00 0.00 23.20 7.18

I219 IPB 600 270.00 212.00 600 300 15.5 30 171000.0 13530.00 5700.00 902.00 0.00 25.17 7.08

I220 IPB 650 286.00 225.00 650 300 16.0 31 210600.0 13980.00 6480.00 932.00 0.00 27.14 6.99

I221 IPB 700 306.00 241.00 700 300 17.0 32 256900.0 14440.00 7340.00 963.00 0.00 28.97 6.87

I222 IPB 800 334.00 262.00 800 300 17.5 33 359100.0 14900.00 8980.00 994.00 0.00 32.79 6.68

I223 IPB 900 371.00 291.00 900 300 18.5 35 494100.0 15820.00 10980.00 1050.00 0.00 36.49 6.53

I224 IPB 1000 400.00 314.00 1000 300 19.0 36 644700.0 16280.00 12890.00 1090.00 0.00 40.15 6.38

PERFILES IPE LAMINADOS.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

I301 IPE 80 7.64 6.00 80 46 3.8 5.2 80 8.49 20.00 3.69 0.00 3.24 1.05

I302 IPE 100 10.30 8.10 100 55 4.1 5.7 171 15.90 34.20 5.79 0.00 4.07 1.24

I303 IPE 120 13.20 10.40 120 64 4.4 6.3 318 27.70 53.00 8.65 0.00 4.90 1.45

I304 IPE 140 16.40 12.90 140 73 4.7 6.9 541 44.90 77.30 12.30 0.00 5.74 1.65

I305 IPE 160 20.10 15.80 160 82 5.0 7.4 869 68.30 109.00 16.70 0.00 6.58 1.84

I306 IPE 180 23.90 18.80 180 91 5.3 8.0 1320 101.00 146.00 22.20 0.00 7.42 2.05

I307 IPE 200 28.50 22.40 200 100 5.6 8.5 1940 142.00 194.00 28.50 0.00 8.26 2.24

I308 IPE 220 33.40 26.20 220 110 5.9 9.2 2770 205.00 252.00 37.30 0.00 9.11 2.48

I309 IPE 240 39.10 30.70 240 120 6.2 9.8 3890 284.00 324.00 47.30 0.00 9.97 2.69

I310 IPE 270 45.90 36.10 270 135 6.6 10.2 5790 420.00 429.00 62.20 0.00 11.20 3.02

I311 IPE 300 53.80 42.20 300 150 7.1 10.7 8360 604.00 557.00 80.50 0.00 12.50 3.35

I312 IPE 330 62.60 49.10 330 160 7.5 11.5 11770 788.00 713.00 98.50 0.00 13.70 3.55

I313 IPE 360 72.70 57.10 360 170 8.0 12.7 16270 1040.00 904.00 123.00 0.00 15.00 3.79

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I314 IPE 400 84.50 66.30 400 180 8.6 13.5 23130 1320.00 1160.00 146.00 0.00 16.50 3.95

I315 IPE 450 98.80 77.60 450 190 9.4 14.6 33740 1680.00 1500.00 176.00 0.00 18.50 4.12

I316 IPE 500 116.00 90.70 500 200 10.2 16.0 48200 2140.00 1930.00 214.00 0.00 20.40 4.31

I317 IPE 550 134.00 106.00 550 210 11.1 17.2 67120 2670.00 2440.00 254.00 0.00 22.30 4.45

I318 IPE 600 156.00 122.00 600 220 12.0 19.0 92080 3390.00 3070.00 308.00 0.00 24.30 4.66

318060080.xls PERFILES 133 / 174 05/15/2016 20:16:35

SECCIONES MADERAS.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

M101 2x5 64.52 6.45 127 51 0.00 0.00 867 139 136.56 54.62 0.00 3.67 1.47

M102 2x6 77.42 7.74 152 51 0.00 0.00 1498 166 196.64 65.55 0.00 4.40 1.47

M103 2x8 103.23 10.32 203 51 0.00 0.00 3552 222 349.59 87.40 0.00 5.87 1.47

M104 2x10 129.03 12.90 254 51 0.00 0.00 6937 277 546.24 109.25 0.00 7.33 1.47

M105 2x12 154.84 15.48 305 51 0.00 0.00 11987 333 786.58 131.10 0.00 8.80 1.47

M106 3x5 96.77 9.68 127 76 0.00 0.00 1301 468 204.84 122.90 0.00 3.67 2.20

M107 3x6 116.13 11.61 152 76 0.00 0.00 2248 562 294.97 147.48 0.00 4.40 2.20

M108 3x8 154.84 15.48 203 76 0.00 0.00 5328 749 524.39 196.64 0.00 5.87 2.20

M109 3x10 193.55 19.35 254 76 0.00 0.00 10406 937 819.35 245.81 0.00 7.33 2.20

M110 3x12 232.26 23.23 305 76 0.00 0.00 17981 1124 1179.87 294.97 0.00 8.80 2.20

M111 4x5 129.03 12.90 127 102 0.00 0.00 1734 1110 273.12 218.49 0.00 3.67 2.93

M112 4x6 154.84 15.48 152 102 0.00 0.00 2997 1332 393.29 262.19 0.00 4.40 2.93

M113 4x8 206.45 20.65 203 102 0.00 0.00 7104 1776 699.18 349.59 0.00 5.87 2.93

M114 4x10 258.06 25.81 254 102 0.00 0.00 13874 2220 1092.47 436.99 0.00 7.33 2.93

M115 4x12 309.68 30.97 305 102 0.00 0.00 23975 2664 1573.16 524.39 0.00 8.80 2.93

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PERFILES NORMAL ANGULO DE LADOS IGUALES.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

L101 NPL 1/2" x 1/8" 0.82 0.64 13 13 3.18 3.18 0.15 0.15 0.13 0.13 0.48 3.50 2.00 0.43 0.32

L102 NPL 3/4" x 1/8" 1.12 0.88 19 19 3.18 3.18 0.38 0.38 0.29 0.29 0.60 3.50 2.00 0.58 0.38

L103 NPL 7/8" x 1/8" 1.32 1.03 22 22 3.18 3.18 0.62 0.62 0.39 0.39 0.65 3.50 2.00 0.69 0.42

L104 NPL 1" x 1/8" 1.48 1.19 25 25 3.18 3.18 0.83 0.83 0.49 0.49 0.74 4.60 3.30 0.75 0.48

L105 NPL 1" x 3/16" 2.19 1.71 25 25 4.76 4.76 1.25 1.25 0.66 0.66 0.79 4.60 3.30 0.76 0.48

L106 NPL 1" x 1/4" 2.84 2.22 25 25 6.35 6.35 1.66 1.66 0.82 0.82 0.84 4.60 3.30 0.76 0.48

L107 NPL 1-1/4" x 1/8" 1.94 1.50 32 32 3.18 3.18 1.66 1.66 0.82 0.82 0.86 5.10 3.60 0.93 0.61

L108 NPL 1-1/4" x 3/16" 2.77 2.19 32 32 4.76 4.76 2.50 2.50 1.15 1.15 0.94 5.10 3.60 0.95 0.61

L109 NPL 1-1/4" x 1/4" 3.61 2.84 32 32 6.35 6.35 2.91 2.91 1.47 1.47 1.02 5.10 3.60 0.90 0.61

L110 NPL 1-1/2" x 1/8" 2.32 1.83 38 38 3.18 3.18 3.35 3.35 1.22 1.22 1.07 5.30 3.80 1.20 0.74

L111 NPL 1-1/2" x 3/16" 3.42 2.66 38 38 4.76 4.76 4.16 4.16 1.64 1.64 1.09 5.30 3.80 1.10 0.74

L112 NPL 1-1/2" x 1/4" 4.45 3.48 38 38 6.35 6.35 5.41 5.41 2.13 2.13 1.17 5.30 3.80 1.10 0.74

L113 NPL 1-1/2" x 5/16" 5.42 4.24 38 38 7.94 7.94 6.66 6.66 2.62 2.62 1.22 5.30 3.80 1.11 0.74

L114 NPL 1-3/4" x 3/16" 4.00 3.14 44 44 4.76 4.76 7.08 7.08 2.29 2.29 1.24 5.80 4.10 1.33 0.86

L115 NPL 1-3/4" x 1/4" 5.23 4.11 44 44 6.35 6.35 9.16 9.16 2.95 2.95 1.32 5.80 4.10 1.32 0.86

L116 NPL 1-3/4" x 5/16" 6.45 5.05 44 44 7.94 7.94 10.82 10.82 3.61 3.61 1.37 5.80 4.10 1.30 0.86

L117 NPL 2" x 3/16" 4.58 3.62 51 51 4.76 4.76 10.82 10.82 2.95 2.95 1.42 6.10 4.30 1.54 0.99

L118 NPL 2" x 1/4" 6.06 4.75 51 51 6.35 6.35 14.15 14.15 3.93 3.93 1.47 6.10 4.30 1.53 0.99

L119 NPL 2" x 5/16" 7.42 5.83 51 51 7.94 7.94 16.65 16.65 4.75 4.75 1.55 6.10 4.30 1.50 0.97

L120 NPL 2" x 3/8" 8.77 6.88 51 51 9.53 9.53 19.56 19.56 5.57 5.57 1.60 6.10 4.30 1.49 0.97

L121 NPL 2-1/4" x 3/16" 5.23 4.09 57 57 4.76 4.76 15.82 15.82 3.77 3.77 1.57 6.60 4.60 1.74 1.12

L122 NPL 2-1/4" x 1/4" 6.84 5.37 57 57 6.35 6.35 20.39 20.39 4.92 4.92 1.63 6.60 4.60 1.73 1.12

L123 NPL 2-1/4" x 5/16" 8.45 6.62 57 57 7.94 7.94 24.56 24.56 6.06 6.06 1.70 6.60 4.60 1.70 1.09

L124 NPL 2-1/4" x 3/8" 10.00 7.83 57 57 9.53 9.53 28.72 28.72 7.21 7.21 1.75 6.60 4.60 1.69 1.09

L125 NPL 2-1/2" x 3/16" 6.25 4.90 64 64 4.76 4.76 25.52 25.52 5.56 5.56 1.76 6.90 4.80 2.02 1.24

L126 NPL 2-1/2" x 1/4" 7.68 6.01 64 64 6.35 6.35 28.30 28.30 6.23 6.23 1.78 6.90 4.80 1.92 1.24

L127 NPL 2-1/2" x 5/16" 9.42 7.41 64 64 7.94 7.94 34.55 34.55 7.70 7.70 1.85 6.90 4.80 1.92 1.22

L128 NPL 2-1/2" x 3/8" 11.16 8.78 64 64 9.53 9.53 39.96 39.96 9.01 9.01 1.91 6.90 4.80 1.89 1.22

L129 NPL 2-1/2" x 7/16" 12.90 10.10 64 64 11.11 11.11 45.37 45.37 10.32 10.32 1.98 6.90 4.80 1.88 1.22

L130 NPL 2-1/2" x 1/2" 14.52 11.38 64 64 12.70 12.70 50.36 50.36 11.63 11.63 2.03 6.90 4.80 1.86 1.22

318060080.xls PERFILES 135 / 174 05/15/2016 20:16:35

PERFILES NORMAL ANGULO DE LADOS IGUALES.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

L131 NPL 3" x 1/4" 9.29 7.92 76 76 6.4 6.4 49.95 49.95 9.01 9.01 2.12 7.60 5.30 2.32 1.50

L132 NPL 3" x 5/16" 11.48 8.99 76 76 7.9 7.9 61.18 61.18 11.14 11.14 2.16 7.60 5.30 2.31 1.47

L133 NPL 3" x 3/8" 13.61 10.67 76 76 9.5 9.5 71.59 71.59 13.27 13.27 2.24 7.60 5.30 2.29 1.47

L134 NPL 3" x 7/16" 15.68 12.32 76 76 11.1 11.1 81.58 81.58 15.24 15.24 2.29 7.60 5.30 2.28 1.47

L135 NPL 3" x 1/2" 17.74 13.91 76 76 12.7 12.7 90.74 90.74 17.21 17.21 2.34 7.60 5.30 2.26 1.47

L136 NPL 3" x 9/16" 19.74 15.48 76 76 14.3 14.3 99.48 99.48 19.01 19.01 2.41 7.60 5.30 2.24 1.47

L137 NPL 3-1/2" x 1/4" 10.90 8.54 89 89 6.4 6.4 80.75 80.75 12.45 12.45 2.41 8.40 5.80 2.72 1.75

L138 NPL 3-1/2" x 5/16" 13.48 10.58 89 89 7.9 7.9 99.06 99.06 15.40 15.40 2.46 8.40 5.80 2.71 1.73

L139 NPL 3-1/2" x 3/8" 16.06 12.58 89 89 9.5 9.5 116.54 116.54 18.35 18.35 2.54 8.40 5.80 2.69 1.73

L140 NPL 3-1/2" x 7/16" 18.52 14.53 89 89 11.1 11.1 133.19 133.19 21.14 21.14 2.59 8.40 5.80 2.68 1.73

L141 NPL 3-1/2" x 1/2" 20.97 16.44 89 89 12.7 12.7 148.59 148.59 23.93 23.93 2.67 8.40 5.80 2.66 1.73

L142 NPL 3-1/2" x 9/16" 23.35 18.32 89 89 14.3 14.3 163.57 163.57 26.55 26.55 2.72 8.40 5.80 2.65 1.73

L143 NPL 3-1/2" x 5/8" 25.74 20.16 89 89 15.9 15.9 177.73 177.73 29.01 29.01 2.77 8.40 5.80 2.63 1.73

L144 NPL 4" x 5/16" 15.48 12.16 102 102 7.9 7.9 150.26 150.26 20.32 20.32 2.79 9.10 6.40 3.12 1.98

L145 NPL 4" x 3/8" 18.45 14.48 102 102 9.5 9.5 177.31 177.31 24.25 24.25 2.84 9.10 6.40 3.10 1.98

L146 NPL 4" x 7/16" 21.35 16.74 102 102 11.1 11.1 202.70 202.70 28.02 28.02 2.92 9.10 6.40 3.08 1.98

L147 NPL 4" x 1/2" 24.19 18.97 102 102 12.7 12.7 227.26 227.26 31.63 31.63 2.97 9.10 6.40 3.07 1.98

L148 NPL 4" x 9/16" 26.97 21.18 102 102 14.3 14.3 250.56 250.56 35.23 35.23 3.05 9.10 6.40 3.05 1.96

L149 NPL 4" x 5/8" 29.74 23.33 102 102 15.9 15.9 273.04 273.04 38.67 38.67 3.10 9.10 6.40 3.03 1.96

L150 NPL 4" x 11/16" 32.45 25.45 102 102 17.5 17.5 294.68 294.68 42.11 42.11 3.15 9.10 6.40 3.01 1.96

L151 NPL 4" x 3/4" 35.10 27.52 102 102 19.1 19.1 315.08 315.08 45.39 45.39 3.20 9.10 6.40 3.00 1.96

L152 NPL 4-1/2" x 5/16" 17.55 13.75 114 114 7.9 7.9 216.85 216.85 26.06 26.06 3.10 9.90 6.90 3.52 2.26

L153 NPL 4-1/2" x 3/8" 20.90 16.37 114 114 9.5 9.5 255.98 255.98 30.97 30.97 3.15 9.90 6.90 3.50 2.24

L154 NPL 4-1/2" x 7/16" 24.19 18.96 114 114 11.1 11.1 293.44 293.44 35.72 35.72 3.23 9.90 6.90 3.48 2.24

L155 NPL 4-1/2" x 1/2" 27.42 21.50 114 114 12.7 12.7 329.65 329.65 40.48 40.48 3.28 9.90 6.90 3.47 2.24

L156 NPL 4-1/2" x 9/16" 30.65 24.02 114 114 14.3 14.3 364.61 364.61 45.06 45.06 3.35 9.90 6.90 3.45 2.21

L157 NPL 4-1/2" x 5/8" 33.81 26.49 114 114 15.9 15.9 397.91 397.91 49.65 49.65 3.40 9.90 6.90 3.43 2.21

L158 NPL 4-1/2" x 11/16" 36.90 28.93 114 114 17.5 17.5 430.37 430.37 54.08 54.08 3.48 9.90 6.90 3.42 2.21

L159 NPL 4-1/2" x 3/4" 39.94 31.31 114 114 19.1 19.1 461.17 461.17 58.34 58.34 3.53 9.90 6.90 3.40 2.21

318060080.xls PERFILES 136 / 174 05/15/2016 20:16:35

2 PERFILES NORMAL ANGULO DE LADOS IGUALES.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

L201 1.64 1.28 13 13 3.18 3.18 0.30 0.68 0.26 0.53 0.48 3.50 2.00 0.43 0.64

L202 2.24 1.76 19 19 3.18 3.18 0.76 1.57 0.58 0.82 0.60 3.50 2.00 0.58 0.84

L203 2.64 2.06 22 22 3.18 3.18 1.24 2.36 0.78 1.06 0.65 3.50 2.00 0.69 0.94

L204 2.96 2.38 25 25 3.18 3.18 1.66 3.28 0.98 1.29 0.74 4.60 3.30 0.75 1.05

L205 4.38 3.42 25 25 4.76 4.76 2.50 5.23 1.32 2.06 0.79 4.60 3.30 0.76 1.09

L206 5.68 4.44 25 25 6.35 6.35 3.32 7.33 1.64 2.88 0.84 4.60 3.30 0.76 1.14

L207 3.88 3.00 32 32 3.18 3.18 3.32 6.19 1.64 1.95 0.86 5.10 3.60 0.93 1.26

L208 5.54 4.38 32 32 4.76 4.76 5.00 9.90 2.30 3.12 0.94 5.10 3.60 0.95 1.34

L209 7.22 5.68 32 32 6.35 6.35 5.82 13.33 2.94 4.20 1.02 5.10 3.60 0.90 1.36

L210 4.64 3.66 38 38 3.18 3.18 6.70 12.01 2.44 3.15 1.07 5.30 3.80 1.20 1.61

L211 6.84 5.32 38 38 4.76 4.76 8.32 16.45 3.28 4.32 1.09 5.30 3.80 1.10 1.55

L212 8.90 6.96 38 38 6.35 6.35 10.82 23.00 4.26 6.04 1.17 5.30 3.80 1.10 1.61

L213 10.84 8.48 38 38 7.94 7.94 13.32 29.45 5.24 7.73 1.22 5.30 3.80 1.11 1.65

L214 8.00 6.28 44 44 4.76 4.76 14.16 26.46 4.58 5.95 1.24 5.80 4.10 1.33 1.82

L215 10.46 8.22 44 44 6.35 6.35 18.32 36.55 5.90 8.22 1.32 5.80 4.10 1.32 1.87

L216 12.90 10.10 44 44 7.94 7.94 21.64 45.85 7.22 10.32 1.37 5.80 4.10 1.30 1.89

L217 9.16 7.24 51 51 4.76 4.76 21.64 40.11 5.90 7.90 1.42 6.10 4.30 1.54 2.09

L218 12.12 9.50 51 51 6.35 6.35 28.30 54.49 7.86 10.73 1.47 6.10 4.30 1.53 2.12

L219 14.84 11.66 51 51 7.94 7.94 33.30 68.95 9.50 13.57 1.55 6.10 4.30 1.50 2.16

L220 17.54 13.76 51 51 9.53 9.53 39.12 84.02 11.14 16.54 1.60 6.10 4.30 1.49 2.19

L221 10.46 8.18 57 57 4.76 4.76 31.64 57.42 7.54 10.05 1.57 6.60 4.60 1.74 2.34

L222 13.68 10.74 57 57 6.35 6.35 40.78 77.13 9.84 13.50 1.63 6.60 4.60 1.73 2.37

L223 16.90 13.24 57 57 7.94 7.94 49.12 97.96 12.12 17.14 1.70 6.60 4.60 1.70 2.41

L224 20.00 15.66 57 57 9.53 9.53 57.44 118.69 14.42 20.77 1.75 6.60 4.60 1.69 2.44

L225 12.50 9.80 64 64 4.76 4.76 51.04 89.76 11.12 14.14 1.76 6.90 4.80 2.02 2.68

L226 15.36 12.02 64 64 6.35 6.35 56.60 105.27 12.46 16.58 1.78 6.90 4.80 1.92 2.62

L227 18.84 14.82 64 64 7.94 7.94 69.10 133.58 15.40 21.04 1.85 6.90 4.80 1.92 2.66

L228 22.32 17.56 64 64 9.53 9.53 79.92 161.35 18.02 25.41 1.91 6.90 4.80 1.89 2.69

L229 25.80 20.20 64 64 11.11 11.11 90.74 191.89 20.64 30.22 1.98 6.90 4.80 1.88 2.73

L230 29.04 22.76 64 64 12.70 12.70 100.72 220.39 23.26 34.71 2.03 6.90 4.80 1.86 2.75

2NPL 1/2" x 1/8" 2NPL 3/4" x 1/8" 2NPL 7/8" x 1/8" 2NPL 1" x 1/8"

2NPL 1" x 3/16" 2NPL 1" x 1/4"

2NPL 1-1/4" x 1/8" 2NPL 1-1/4" x 3/16" 2NPL 1-1/4" x 1/4" 2NPL 1-1/2" x 1/8" 2NPL 1-1/2" x 3/16" 2NPL 1-1/2" x 1/4" 2NPL 1-1/2" x 5/16" 2NPL 1-3/4" x 3/16" 2NPL 1-3/4" x 1/4" 2NPL 1-3/4" x 5/16"

2NPL 2" x 3/16" 2NPL 2" x 1/4"

2NPL 2" x 5/16" 2NPL 2" x 3/8"

2NPL 2-1/4" x 3/16" 2NPL 2-1/4" x 1/4" 2NPL 2-1/4" x 5/16" 2NPL 2-1/4" x 3/8" 2NPL 2-1/2" x 3/16" 2NPL 2-1/2" x 1/4" 2NPL 2-1/2" x 5/16" 2NPL 2-1/2" x 3/8" 2NPL 2-1/2" x 7/16" 2NPL 2-1/2" x 1/2"

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(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

L231 18.58 15.84 76 76 6.35 6.35 99.90 183.41 18.02 24.07 2.12 7.60 5.30 2.32 3.14

L232 22.96 17.98 76 76 7.94 7.94 122.36 229.48 22.28 30.12 2.16 7.60 5.30 2.31 3.16

L233 27.22 21.34 76 76 9.53 9.53 143.18 279.76 26.54 36.71 2.24 7.60 5.30 2.29 3.21

L234 31.36 24.64 76 76 11.11 11.11 163.16 327.61 30.48 42.99 2.29 7.60 5.30 2.28 3.23

L235 35.48 27.82 76 76 12.70 12.70 181.48 375.75 34.42 49.31 2.34 7.60 5.30 2.26 3.25

L236 39.48 30.96 76 76 14.29 14.29 198.96 428.26 38.02 56.20 2.41 7.60 5.30 2.24 3.29

L237 21.80 17.08 89 89 6.35 6.35 161.50 288.12 24.90 32.41 2.41 8.40 5.80 2.72 3.64

L238 26.96 21.16 89 89 7.94 7.94 198.12 361.27 30.80 40.64 2.46 8.40 5.80 2.71 3.66

L239 32.12 25.16 89 89 9.53 9.53 233.08 440.31 36.70 49.53 2.54 8.40 5.80 2.69 3.70

L240 37.04 29.06 89 89 11.11 11.11 266.38 514.85 42.28 57.91 2.59 8.40 5.80 2.68 3.73

L241 41.94 32.88 89 89 12.70 12.70 297.18 596.17 47.86 67.06 2.67 8.40 5.80 2.66 3.77

L242 46.70 36.64 89 89 14.29 14.29 327.14 672.65 53.10 75.66 2.72 8.40 5.80 2.65 3.80

L243 51.48 40.32 89 89 15.88 15.88 355.46 750.46 58.02 84.42 2.77 8.40 5.80 2.63 3.82

L244 30.96 24.32 102 102 7.94 7.94 300.52 541.52 40.64 53.30 2.79 9.10 6.40 3.12 4.18

L245 36.90 28.96 102 102 9.53 9.53 354.62 652.24 48.50 64.20 2.84 9.10 6.40 3.10 4.20

L246 42.70 33.48 102 102 11.11 11.11 405.40 769.48 56.04 75.74 2.92 9.10 6.40 3.08 4.25

L247 48.38 37.94 102 102 12.70 12.70 454.52 881.28 63.26 86.74 2.97 9.10 6.40 3.07 4.27

L248 53.94 42.36 102 102 14.29 14.29 501.12 1002.90 70.46 98.71 3.05 9.10 6.40 3.05 4.31

L249 59.48 46.66 102 102 15.88 15.88 546.08 1117.68 77.34 110.01 3.10 9.10 6.40 3.03 4.33

L250 64.90 50.90 102 102 17.46 17.46 589.36 1233.33 84.22 121.39 3.15 9.10 6.40 3.01 4.36

L251 70.20 55.04 102 102 19.05 19.05 630.16 1349.01 90.78 132.78 3.20 9.10 6.40 3.00 4.38

L252 35.10 27.50 114 114 7.94 7.94 433.70 771.01 52.12 67.46 3.10 9.90 6.90 3.52 4.69

L253 41.80 32.74 114 114 9.53 9.53 511.96 926.72 61.94 81.08 3.15 9.90 6.90 3.50 4.71

L254 48.38 37.92 114 114 11.11 11.11 586.88 1091.62 71.44 95.51 3.23 9.90 6.90 3.48 4.75

L255 54.84 43.00 114 114 12.70 12.70 659.30 1249.29 80.96 109.30 3.28 9.90 6.90 3.47 4.77

L256 61.30 48.04 114 114 14.29 14.29 729.22 1417.16 90.12 123.99 3.35 9.90 6.90 3.45 4.81

L257 67.62 52.98 114 114 15.88 15.88 795.82 1577.51 99.30 138.01 3.40 9.90 6.90 3.43 4.83

L258 73.80 57.86 114 114 17.46 17.46 860.74 1754.49 108.16 153.50 3.48 9.90 6.90 3.42 4.88

L259 79.88 62.62 114 114 19.05 19.05 922.34 1917.72 116.68 167.78 3.53 9.90 6.90 3.40 4.90

2NPL 3" x 1/4" 2NPL 3" x 5/16" 2NPL 3" x 3/8"

2NPL 3" x 7/16" 2NPL 3" x 1/2"

2NPL 3" x 9/16" 2NPL 3-1/2" x 1/4" 2NPL 3-1/2" x 5/16" 2NPL 3-1/2" x 3/8" 2NPL 3-1/2" x 7/16" 2NPL 3-1/2" x 1/2" 2NPL 3-1/2" x 9/16" 2NPL 3-1/2" x 5/8"

2NPL 4" x 5/16" 2NPL 4" x 3/8"

2NPL 4" x 7/16" 2NPL 4" x 1/2"

2NPL 4" x 9/16" 2NPL 4" x 5/8"

2NPL 4" x 11/16" 2NPL 4" x 3/4"

2NPL 4-1/2" x 5/16" 2NPL 4-1/2" x 3/8" 2NPL 4-1/2" x 7/16" 2NPL 4-1/2" x 1/2" 2NPL 4-1/2" x 9/16" 2NPL 4-1/2" x 5/8"

2NPL 4-1/2" x 11/16" 2NPL 4-1/2" x 3/4"

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(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

L301 2NPL 1/2" x 1/8" 1.64 1.28 13 13 3.2 3 0.30 1.32 0.26 1.04 0.48 3.50 2.00 0.43 0.90

L302 2NPL 3/4" x 1/8" 2.24 1.76 19 19 3.2 3 0.76 4.57 0.58 2.40 0.60 3.50 2.00 0.58 1.43

L303 2NPL 7/8" x 1/8" 2.64 2.06 22 22 3.2 3 1.24 7.77 0.78 3.50 0.65 3.50 2.00 0.69 1.72

L304 2NPL 1" x 1/8" 2.96 2.38 25 25 3.2 3 1.66 11.25 0.98 4.43 0.74 4.60 3.30 0.75 1.95

L305 2NPL 1" x 3/16" 4.38 3.42 25 25 4.8 5 2.50 15.91 1.32 6.27 0.79 4.60 3.30 0.76 1.91

L306 2NPL 1" x 1/4" 5.68 4.44 25 25 6.4 6 3.32 19.74 1.64 7.77 0.84 4.60 3.30 0.76 1.86

L307 2NPL 1-1/4" x 1/8" 3.88 3.00 32 32 3.2 3 3.32 24.11 1.64 7.59 0.86 5.10 3.60 0.93 2.49

L308 2NPL 1-1/4" x 3/16" 5.54 4.38 32 32 4.8 5 5.00 32.67 2.30 10.29 0.94 5.10 3.60 0.95 2.43

L309 2NPL 1-1/4" x 1/4" 7.22 5.68 32 32 6.4 6 5.82 39.35 2.94 12.39 1.02 5.10 3.60 0.90 2.33

L310 2NPL 1-1/2" x 1/8" 4.64 3.66 38 38 3.2 3 6.70 41.54 2.44 10.90 1.07 5.30 3.80 1.20 2.99

L311 2NPL 1-1/2" x 3/16" 6.84 5.32 38 38 4.8 5 8.32 58.93 3.28 15.47 1.09 5.30 3.80 1.10 2.94

L312 2NPL 1-1/2" x 1/4" 8.90 6.96 38 38 6.4 6 10.82 72.85 4.26 19.12 1.17 5.30 3.80 1.10 2.86

L313 2NPL 1-1/2" x 5/16" 10.84 8.48 38 38 7.9 8 13.32 86.04 5.24 22.58 1.22 5.30 3.80 1.11 2.82

L314 2NPL 1-3/4" x 3/16" 8.00 6.28 44 44 4.8 5 14.16 96.34 4.58 21.67 1.24 5.80 4.10 1.33 3.47

L315 2NPL 1-3/4" x 1/4" 10.46 8.22 44 44 6.4 6 18.32 120.47 5.90 27.10 1.32 5.80 4.10 1.32 3.39

L316 2NPL 1-3/4" x 5/16" 12.90 10.10 44 44 7.9 8 21.64 143.62 7.22 32.31 1.37 5.80 4.10 1.30 3.34

L317 2NPL 2" x 3/16" 9.16 7.24 51 51 4.8 5 21.64 144.34 5.90 28.41 1.42 6.10 4.30 1.54 3.97

L318 2NPL 2" x 1/4" 12.12 9.50 51 51 6.4 6 28.30 186.25 7.86 36.66 1.47 6.10 4.30 1.53 3.92

L319 2NPL 2" x 5/16" 14.84 11.66 51 51 7.9 8 33.30 218.22 9.50 42.96 1.55 6.10 4.30 1.50 3.83

L320 2NPL 2" x 3/8" 17.54 13.76 51 51 9.5 10 39.12 251.54 11.14 49.52 1.60 6.10 4.30 1.49 3.79

L321 2NPL 2-1/4" x 3/16" 10.46 8.18 57 57 4.8 5 31.64 211.35 7.54 36.98 1.57 6.60 4.60 1.74 4.50

L322 2NPL 2-1/4" x 1/4" 13.68 10.74 57 57 6.4 6 40.78 269.06 9.84 47.08 1.63 6.60 4.60 1.73 4.43

L323 2NPL 2-1/4" x 5/16" 16.90 13.24 57 57 7.9 8 49.12 321.55 12.12 56.26 1.70 6.60 4.60 1.70 4.36

L324 2NPL 2-1/4" x 3/8" 20.00 15.66 57 57 9.5 10 57.44 371.86 14.42 65.07 1.75 6.60 4.60 1.69 4.31

L325 2NPL 2-1/2" x 3/16" 12.50 9.80 64 64 4.8 5 51.04 314.39 11.12 49.51 1.76 6.90 4.80 2.02 5.02

L326 2NPL 2-1/2" x 1/4" 15.36 12.02 64 64 6.4 6 56.60 377.39 12.46 59.43 1.78 6.90 4.80 1.92 4.96

L327 2NPL 2-1/2" x 5/16" 18.84 14.82 64 64 7.9 8 69.10 450.61 15.40 70.96 1.85 6.90 4.80 1.92 4.89

L328 2NPL 2-1/2" x 3/8" 22.32 17.56 64 64 9.5 10 79.92 519.93 18.02 81.88 1.91 6.90 4.80 1.89 4.83

L329 2NPL 2-1/2" x 7/16" 25.80 20.20 64 64 11.1 11 90.74 583.44 20.64 91.88 1.98 6.90 4.80 1.88 4.76

L330 2NPL 2-1/2" x 1/2" 29.04 22.76 64 64 12.7 13 100.72 642.68 23.26 101.21 2.03 6.90 4.80 1.86 4.70

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(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

L331 2NPL 3" x 1/4" 18.58 15.84 76 76 6.4 6 99.90 661.95 18.02 86.87 2.12 7.60 5.30 2.32 5.97

L332 2NPL 3" x 5/16" 22.96 17.98 76 76 7.9 8 122.36 806.83 22.28 105.88 2.16 7.60 5.30 2.31 5.93

L333 2NPL 3" x 3/8" 27.22 21.34 76 76 9.5 10 143.18 931.05 26.54 122.18 2.24 7.60 5.30 2.29 5.85

L334 2NPL 3" x 7/16" 31.36 24.64 76 76 11.1 11 163.16 1054.06 30.48 138.33 2.29 7.60 5.30 2.28 5.80

L335 2NPL 3" x 1/2" 35.48 27.82 76 76 12.7 13 181.48 1170.61 34.42 153.62 2.34 7.60 5.30 2.26 5.74

L336 2NPL 3" x 9/16" 39.48 30.96 76 76 14.3 14 198.96 1270.61 38.02 166.75 2.41 7.60 5.30 2.24 5.67

L337 2NPL 3-1/2" x 1/4" 21.80 17.08 89 89 6.4 6 161.50 1076.89 24.90 121.14 2.41 8.40 5.80 2.72 7.03

L338 2NPL 3-1/2" x 5/16" 26.96 21.16 89 89 7.9 8 198.12 1312.78 30.80 147.67 2.46 8.40 5.80 2.71 6.98

L339 2NPL 3-1/2" x 3/8" 32.12 25.16 89 89 9.5 10 233.08 1528.24 36.70 171.91 2.54 8.40 5.80 2.69 6.90

L340 2NPL 3-1/2" x 7/16" 37.04 29.06 89 89 11.1 11 266.38 1736.50 42.28 195.33 2.59 8.40 5.80 2.68 6.85

L341 2NPL 3-1/2" x 1/2" 41.94 32.88 89 89 12.7 13 297.18 1919.77 47.86 215.95 2.67 8.40 5.80 2.66 6.77

L342 2NPL 3-1/2" x 9/16" 46.70 36.64 89 89 14.3 14 327.14 2104.96 53.10 236.78 2.72 8.40 5.80 2.65 6.71

L343 2NPL 3-1/2" x 5/8" 51.48 40.32 89 89 15.9 16 355.46 2283.61 58.02 256.87 2.77 8.40 5.80 2.63 6.66

L344 2NPL 4" x 5/16" 30.96 24.32 102 102 7.9 8 300.52 1982.17 40.64 195.10 2.79 9.10 6.40 3.12 8.00

L345 2NPL 4" x 3/8" 36.90 28.96 102 102 9.5 10 354.62 2331.81 48.50 229.51 2.84 9.10 6.40 3.10 7.95

L346 2NPL 4" x 7/16" 42.70 33.48 102 102 11.1 11 405.40 2643.63 56.04 260.20 2.92 9.10 6.40 3.08 7.87

L347 2NPL 4" x 1/2" 48.38 37.94 102 102 12.7 13 454.52 2955.58 63.26 290.90 2.97 9.10 6.40 3.07 7.82

L348 2NPL 4" x 9/16" 53.94 42.36 102 102 14.3 14 501.12 3227.90 70.46 317.71 3.05 9.10 6.40 3.05 7.74

L349 2NPL 4" x 5/8" 59.48 46.66 102 102 15.9 16 546.08 3510.78 77.34 345.55 3.10 9.10 6.40 3.03 7.68

L350 2NPL 4" x 11/16" 64.90 50.90 102 102 17.5 17 589.36 3778.55 84.22 371.90 3.15 9.10 6.40 3.01 7.63

L351 2NPL 4" x 3/4" 70.20 55.04 102 102 19.1 19 630.16 4030.76 90.78 396.73 3.20 9.10 6.40 3.00 7.58

L352 2NPL 4-1/2" x 5/16" 35.10 27.50 114 114 7.9 8 433.70 2869.25 52.12 251.03 3.10 9.90 6.90 3.52 9.04

L353 2NPL 4-1/2" x 3/8" 41.80 32.74 114 114 9.5 10 511.96 3377.70 61.94 295.51 3.15 9.90 6.90 3.50 8.99

L354 2NPL 4-1/2" x 7/16" 48.38 37.92 114 114 11.1 11 586.88 3839.95 71.44 335.95 3.23 9.90 6.90 3.48 8.91

L355 2NPL 4-1/2" x 1/2" 54.84 43.00 114 114 12.7 13 659.30 4301.91 80.96 376.37 3.28 9.90 6.90 3.47 8.86

L356 2NPL 4-1/2" x 9/16" 61.30 48.04 114 114 14.3 14 729.22 4731.28 90.12 413.93 3.35 9.90 6.90 3.45 8.79

L357 2NPL 4-1/2" x 5/8" 67.62 52.98 114 114 15.9 16 795.82 5156.02 99.30 451.10 3.40 9.90 6.90 3.43 8.73

L358 2NPL 4-1/2" x 11/16" 73.80 57.86 114 114 17.5 17 860.74 5525.08 108.16 483.38 3.48 9.90 6.90 3.42 8.65

L359 2NPL 4-1/2" x 3/4" 79.88 62.62 114 114 19.1 19 922.34 5907.65 116.68 516.85 3.53 9.90 6.90 3.40 8.60

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HIERRO REDONDO

COD PERFIL ÁREA PESO ALTURA ESP. ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alto Ancho Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (cm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

0 - - - - - - - 0.00 0.00 0 0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

R101 DIAMETRO 6 0.28 0.22 0.6 - - - 0.01 0.01 0.02 0.02 0.00 0.60 0.00 0.15 0.15

R102 DIAMETRO 8 0.50 0.39 0.8 - - - 0.02 0.02 0.05 0.05 0.00 0.80 0.00 0.20 0.20

R103 DIAMETRO 10 0.79 0.62 1.0 - - - 0.05 0.05 0.10 0.10 0.00 1.00 0.00 0.25 0.25

R104 DIAMETRO 12 1.13 0.89 1.2 - - - 0.10 0.10 0.17 0.17 0.00 1.20 0.00 0.30 0.30

R105 DIAMETRO 14 1.54 1.21 1.4 - - - 0.19 0.19 0.27 0.27 0.00 1.40 0.00 0.35 0.35

R106 DIAMETRO 16 2.01 1.58 1.6 - - - 0.32 0.32 0.40 0.40 0.00 1.60 0.00 0.40 0.40

R107 DIAMETRO 20 3.14 2.47 2.0 - - - 0.79 0.79 0.79 0.79 0.00 2.00 0.00 0.50 0.50

R108 DIAMETRO 25 4.91 3.85 2.5 - - - 1.92 1.92 1.53 1.53 0.00 2.50 0.00 0.63 0.63

R109 DIAMETRO 32 8.04 6.31 3.2 - - - 5.15 5.15 3.22 3.22 0.00 3.20 0.00 0.80 0.80

R110 DIAMETRO 40 12.57 9.86 4.0 - - - 12.57 12.57 6.28 6.28 0.00 4.00 0.00 1.00 1.00

R121 DIAMETRO 1/4" 0.32 0.25 0.64 - - - 0.01 0.01 0.03 0.00 0.00 0.00 0.00 0.16 0.16

R122 DIAMETRO 5/16" 0.49 0.39 0.79 - - - 0.02 0.02 0.05 0.00 0.00 0.00 0.00 0.20 0.20

R123 DIAMETRO 3/8" 0.71 0.56 0.95 - - - 0.04 0.04 0.08 0.00 0.00 0.00 0.00 0.24 0.24

R124 DIAMETRO 7/16" 0.97 0.76 1.11 - - - 0.07 0.07 0.13 0.00 0.00 0.00 0.00 0.28 0.28

R125 DIAMETRO 1/2" 1.27 0.99 1.27 - - - 0.13 0.13 0.20 0.00 0.00 0.00 0.00 0.32 0.32

R126 DIAMETRO 5/8" 1.98 1.54 1.59 - - - 0.31 0.31 0.39 0.00 0.00 0.00 0.00 0.40 0.40

R127 DIAMETRO 3/4" 2.85 2.22 1.91 - - - 0.65 0.65 0.68 0.00 0.00 0.00 0.00 0.48 0.48

R128 DIAMETRO 1" 5.07 3.95 2.54 - - - 2.04 2.04 1.61 0.00 0.00 0.00 0.00 0.64 0.64

R129 DIAMETRO 1-1/4" 7.92 6.18 3.18 - - - 4.99 4.99 3.14 0.00 0.00 0.00 0.00 0.79 0.79

R130 DIAMETRO 1-1/2" 11.40 8.89 3.81 - - - 10.34 10.34 5.43 0.00 0.00 0.00 0.00 0.95 0.95

R131 DIAMETRO 1-3/4" 15.52 12.10 4.45 - - - 19.16 19.16 8.62 0.00 0.00 0.00 0.00 1.11 1.11

R132 DIAMETRO 2" 20.27 15.81 5.08 - - - 32.69 32.69 12.87 0.00 0.00 0.00 0.00 1.27 1.27

R133 DIAMETRO 2-1/4" 25.65 20.01 5.72 - - - 52.36 52.36 18.33 0.00 0.00 0.00 0.00 1.43 1.43

R134 DIAMETRO 2-1/2" 31.67 24.70 6.35 - - - 79.81 79.81 25.14 0.00 0.00 0.00 0.00 1.59 1.59

R135 DIAMETRO 3" 45.60 35.57 7.62 - - - 165.50 165.50 43.44 0.00 0.00 0.00 0.00 1.91 1.91

R136 DIAMETRO 3-1/2" 62.07 48.42 8.89 - - - 306.60 306.60 68.98 0.00 0.00 0.00 0.00 2.22 2.22

R137 DIAMETRO 4" 81.07 63.24 10.16 - - - 523.05 523.05 102.96 0.00 0.00 0.00 0.00 2.54 2.54

R201 P101 100.00 78.50 - - 100.0 100.0 833.3 833.3 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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TUBOS REDONDOS DE HIERRO

COD PERFIL ÁREA PESO ALTURA ESP. ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alto Ancho Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (cm) (cm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

T101 3/8" x 0.9 0.27 0.21 0.95 0.95 0.90 0.90 0.03 0.03 0.06 0.06 0.00 0.00 0.00 0.34 0.34

T102 3/8" x 1.25 0.37 0.25 0.95 0.95 1.25 1.25 0.04 0.04 0.09 0.09 0.00 0.00 0.00 0.34 0.34

T103 7/16" x 0.9 0.31 0.25 1.11 1.11 0.90 0.90 0.05 0.05 0.09 0.09 0.00 0.00 0.00 0.39 0.39

T104 7/16" x 1.25 0.44 0.30 1.11 1.11 1.25 1.25 0.07 0.07 0.12 0.12 0.00 0.00 0.00 0.39 0.39

T105 1/2" x 0.9 0.36 0.29 1.27 1.27 0.90 0.90 0.07 0.07 0.11 0.11 0.00 0.00 0.00 0.45 0.45

T106 1/2" x 1.25 0.50 0.34 1.27 1.27 1.25 1.25 0.10 0.10 0.16 0.16 0.00 0.00 0.00 0.45 0.45

T107 9/16" x 0.9 0.40 0.32 1.43 1.43 0.90 0.90 0.10 0.10 0.14 0.14 0.00 0.00 0.00 0.50 0.50

T108 9/16" x 1.25 0.56 0.43 1.43 1.43 1.25 1.25 0.14 0.14 0.20 0.20 0.00 0.00 0.00 0.50 0.50

T109 5/8" x 0.9 0.45 0.33 1.59 1.59 0.90 0.90 0.14 0.14 0.18 0.18 0.00 0.00 0.00 0.56 0.56

T110 5/8" x 1.25 0.62 0.47 1.59 1.59 1.25 1.25 0.19 0.19 0.25 0.25 0.00 0.00 0.00 0.56 0.56

T111 5/8" x 1.6 0.80 0.59 1.59 1.59 1.60 1.60 0.25 0.25 0.32 0.32 0.00 0.00 0.00 0.56 0.56

T112 3/4" x 0.9 0.54 0.43 1.91 1.91 0.90 0.90 0.24 0.24 0.26 0.26 0.00 0.00 0.00 0.67 0.67

T113 3/4" x 1.25 0.75 0.57 1.91 1.91 1.25 1.25 0.34 0.34 0.36 0.36 0.00 0.00 0.00 0.67 0.67

T114 3/4" x 1.6 0.96 0.72 1.91 1.91 1.60 1.60 0.43 0.43 0.46 0.46 0.00 0.00 0.00 0.67 0.67

T115 7/8" x 0.9 0.63 0.50 2.22 2.22 0.90 0.90 0.39 0.39 0.35 0.35 0.00 0.00 0.00 0.78 0.78

T116 7/8" x 1.25 0.87 0.65 2.22 2.22 1.25 1.25 0.53 0.53 0.49 0.49 0.00 0.00 0.00 0.78 0.78

T117 7/8" x 1.6 1.12 0.84 2.22 2.22 1.60 1.60 0.68 0.68 0.62 0.62 0.00 0.00 0.00 0.78 0.78

T118 7/8" x 1.8 1.26 0.94 2.22 2.22 1.80 1.80 0.77 0.77 0.70 0.70 0.00 0.00 0.00 0.78 0.78

T119 7/8" x 2.0 1.40 1.03 2.22 2.22 2.00 2.00 0.86 0.86 0.78 0.78 0.00 0.00 0.00 0.78 0.78

T120 1" x 0.9 0.72 0.56 2.54 2.54 0.90 0.90 0.58 0.58 0.46 0.46 0.00 0.00 0.00 0.89 0.89

T121 1" x 1.25 1.00 0.76 2.54 2.54 1.25 1.25 0.80 0.80 0.64 0.64 0.00 0.00 0.00 0.89 0.89

T122 1" x 1.6 1.28 0.99 2.54 2.54 1.60 1.60 1.02 1.02 0.82 0.82 0.00 0.00 0.00 0.89 0.89

T123 1" x 1.8 1.44 1.10 2.54 2.54 1.80 1.80 1.15 1.15 0.92 0.92 0.00 0.00 0.00 0.89 0.89

T124 1" x 2.0 1.60 1.19 2.54 2.54 2.00 2.00 1.28 1.28 1.02 1.02 0.00 0.00 0.00 0.89 0.89

T125 1 1/8" x 0.9 0.81 0.64 2.86 2.86 0.90 0.90 0.82 0.82 0.58 0.58 0.00 0.00 0.00 1.01 1.01

T126 1 1/8" x 1.25 1.12 0.87 2.86 2.86 1.25 1.25 1.14 1.14 0.81 0.81 0.00 0.00 0.00 1.01 1.01

T127 1 1/8" x 1.6 1.44 1.12 2.86 2.86 1.60 1.60 1.46 1.46 1.03 1.03 0.00 0.00 0.00 1.01 1.01

T128 1 1/8" x 1.8 1.62 1.24 2.86 2.86 1.80 1.80 1.64 1.64 1.16 1.16 0.00 0.00 0.00 1.01 1.01

T129 1 1/8" x 2.0 1.80 1.39 2.86 2.86 2.00 2.00 1.82 1.82 1.29 1.29 0.00 0.00 0.00 1.01 1.01

T130 1 1/4" x 0.9 0.90 0.72 3.18 3.18 0.90 0.90 1.12 1.12 0.72 0.72 0.00 0.00 0.00 1.12 1.12

T131 1 1/4" x 1.25 1.25 0.98 3.18 3.18 1.25 1.25 1.56 1.56 1.00 1.00 0.00 0.00 0.00 1.12 1.12

T132 1 1/4" x 1.6 1.60 1.25 3.18 3.18 1.60 1.60 2.00 2.00 1.27 1.27 0.00 0.00 0.00 1.12 1.12

T133 1 1/4" x 1.8 1.80 1.38 3.18 3.18 1.80 1.80 2.25 2.25 1.43 1.43 0.00 0.00 0.00 1.12 1.12

T134 1 1/4" x 2.0 1.99 1.60 3.18 3.18 2.00 2.00 2.50 2.50 1.59 1.59 0.00 0.00 0.00 1.12 1.12

T135 1 1/2" x 0.9 1.08 0.87 3.81 3.81 0.90 0.90 1.94 1.94 1.03 1.03 0.00 0.00 0.00 1.34 1.34

T136 1 1/2" x 1.25 1.50 1.15 3.81 3.81 1.25 1.25 2.70 2.70 1.43 1.43 0.00 0.00 0.00 1.34 1.34

T137 1 1/2" x 1.6 1.92 1.50 3.81 3.81 1.60 1.60 3.45 3.45 1.83 1.83 0.00 0.00 0.00 1.34 1.34

T138 1 1/2" x 1.8 2.15 1.66 3.81 3.81 1.80 1.80 3.88 3.88 2.06 2.06 0.00 0.00 0.00 1.34 1.34

T139 1 1/2" x 2.0 2.39 1.90 3.81 3.81 2.00 2.00 4.31 4.31 2.29 2.29 0.00 0.00 0.00 1.34 1.34

T140 1 3/4" x 0.9 1.26 1.00 4.45 4.45 0.90 0.90 3.08 3.08 1.40 1.40 0.00 0.00 0.00 1.57 1.57

T141 1 3/4" x 1.25 1.75 1.35 4.45 4.45 1.25 1.25 4.28 4.28 1.95 1.95 0.00 0.00 0.00 1.57 1.57

T142 1 3/4" x 1.6 2.23 1.74 4.45 4.45 1.60 1.60 5.48 5.48 2.50 2.50 0.00 0.00 0.00 1.57 1.57

T143 1 3/4" x 1.8 2.51 1.95 4.45 4.45 1.80 1.80 6.17 6.17 2.81 2.81 0.00 0.00 0.00 1.57 1.57

T144 1 3/4" x 2.0 2.79 2.15 4.45 4.45 2.00 2.00 6.85 6.85 3.12 3.12 0.00 0.00 0.00 1.57 1.57

T145 2" x 0.9 1.44 1.17 5.08 5.08 0.90 0.90 4.60 4.60 1.83 1.83 0.00 0.00 0.00 1.79 1.79

T146 2" x 1.25 1.99 1.56 5.08 5.08 1.25 1.25 6.39 6.39 2.55 2.55 0.00 0.00 0.00 1.79 1.79

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T147 2" x 1.6 2.55 1.99 5.08 5.08 1.60 1.60 8.18 8.18 3.26 3.26 0.00 0.00 0.00 1.79 1.79

T148 2" x 1.8 2.87 2.24 5.08 5.08 1.80 1.80 9.20 9.20 3.67 3.67 0.00 0.00 0.00 1.79 1.79

T149 2" x 2.0 3.19 2.46 5.08 5.08 2.00 2.00 10.23 10.23 4.08 4.08 0.00 0.00 0.00 1.79 1.79

T150 2 1/4" x 1.25 2.24 1.75 5.72 5.72 1.25 1.25 9.10 9.10 3.23 3.23 0.00 0.00 0.00 2.01 2.01

T151 2 1/4" x 1.6 2.87 2.25 5.72 5.72 1.60 1.60 11.65 11.65 4.13 4.13 0.00 0.00 0.00 2.01 2.01

T152 2 1/4" x 1.8 3.23 2.52 5.72 5.72 1.80 1.80 13.10 13.10 4.64 4.64 0.00 0.00 0.00 2.01 2.01

T153 2 1/4" x 2.0 3.59 2.80 5.72 5.72 2.00 2.00 14.56 14.56 5.16 5.16 0.00 0.00 0.00 2.01 2.01

T154 2 1/2" x 1.25 2.49 1.96 6.35 6.35 1.25 1.25 12.48 12.48 3.98 3.98 0.00 0.00 0.00 2.24 2.24

T155 2 1/2" x 1.6 3.19 2.48 6.35 6.35 1.60 1.60 15.98 15.98 5.10 5.10 0.00 0.00 0.00 2.24 2.24

T156 2 1/2" x 1.8 3.59 2.78 6.35 6.35 1.80 1.80 17.97 17.97 5.73 5.73 0.00 0.00 0.00 2.24 2.24

T157 2 1/2" x 2.0 3.99 3.15 6.35 6.35 2.00 2.00 19.97 19.97 6.37 6.37 0.00 0.00 0.00 2.24 2.24

T158 3" x 1.25 2.99 2.38 7.62 7.62 1.25 1.25 21.57 21.57 5.73 5.73 0.00 0.00 0.00 2.68 2.68

T159 3" x 1.6 3.83 3.00 7.62 7.62 1.60 1.60 27.61 27.61 7.34 7.34 0.00 0.00 0.00 2.68 2.68

T160 3" x 1.8 4.31 3.40 7.62 7.62 1.80 1.80 31.06 31.06 8.26 8.26 0.00 0.00 0.00 2.68 2.68

T161 3" x 2.0 4.79 3.82 7.62 7.62 2.00 2.00 34.51 34.51 9.17 9.17 0.00 0.00 0.00 2.68 2.68

T162 3 1/2" x 1.6 4.47 3.50 8.89 8.89 1.60 1.60 43.84 43.84 9.99 9.99 0.00 0.00 0.00 3.13 3.13

T163 3 1/2" x 1.8 5.03 4.00 8.89 8.89 1.80 1.80 49.32 49.32 11.24 11.24 0.00 0.00 0.00 3.13 3.13

T164 3 1/2" x 2.0 5.59 4.40 8.89 8.89 2.00 2.00 54.80 54.80 12.49 12.49 0.00 0.00 0.00 3.13 3.13

T165 3 1/2" x 3.2 8.94 6.90 8.89 8.89 3.20 3.20 87.68 87.68 19.98 19.98 0.00 0.00 0.00 3.13 3.13

T166 3 1/2" x 4.75 13.27 10.00 8.89 8.89 4.75 4.75 130.16 130.16 29.66 29.66 0.00 0.00 0.00 3.13 3.13

T167 4" x 1.6 5.11 4.00 10.16 10.16 1.60 1.60 65.44 65.44 13.05 13.05 0.00 0.00 0.00 3.58 3.58

T168 4" x 1.8 5.75 4.45 10.16 10.16 1.80 1.80 73.62 73.62 14.68 14.68 0.00 0.00 0.00 3.58 3.58

T169 4" x 2.0 6.38 5.10 10.16 10.16 2.00 2.00 81.80 81.80 16.31 16.31 0.00 0.00 0.00 3.58 3.58

T170 4" x 3.2 10.21 8.00 10.16 10.16 3.20 3.20 130.89 130.89 26.10 26.10 0.00 0.00 0.00 3.58 3.58

T171 4" x 4.75 15.16 11.45 10.16 10.16 4.75 4.75 194.29 194.29 38.74 38.74 0.00 0.00 0.00 3.58 3.58

T172 4 1/2" x 2.0 7.18 5.65 11.43 11.43 2.00 2.00 116.48 116.48 20.64 20.64 0.00 0.00 0.00 4.03 4.03

T173 4 1/2" x 3.2 11.49 8.92 11.43 11.43 3.20 3.20 186.36 186.36 33.03 33.03 0.00 0.00 0.00 4.03 4.03

T174 4 1/2" x 4.75 17.06 13.00 11.43 11.43 4.75 4.75 276.63 276.63 49.02 49.02 0.00 0.00 0.00 4.03 4.03

T175 5" x 3.2 12.77 10.00 12.70 12.70 3.20 3.20 255.64 255.64 40.77 40.77 0.00 0.00 0.00 4.47 4.47

T176 5" x 4.75 18.95 14.40 12.70 12.70 4.75 4.75 379.46 379.46 60.52 60.52 0.00 0.00 0.00 4.47 4.47

T177 5 1/2" x 3.2 14.04 11.10 13.97 13.97 3.20 3.20 340.25 340.25 49.34 49.34 0.00 0.00 0.00 4.92 4.92

T178 5 1/2" x 4.75 20.85 16.20 13.97 13.97 4.75 4.75 505.07 505.07 73.23 73.23 0.00 0.00 0.00 4.92 4.92

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SECCIONES RECTANGULOS Y CUADRADOS DE HIERRO

COD PERFIL ÁREA PESO ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROB H Ancho Jx Jy Wx Wy ey Interior Cantos X - X Y-Y

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

C301 60x140x2.5 9.75 7.65 60.00 140.00 2.50 2.50 244.33 64.83 34.90 21.61 0.00 0.00 0.00 5.01 2.58

C302 60x100x2.5 7.75 6.08 60.00 100.00 2.50 2.50 107.04 48.29 21.41 16.10 0.00 0.00 0.00 3.72 2.50

C303 100x140x4.76 21.94 17.22 100.00 140.00 4.76 4.76 611.71 361.25 87.39 72.25 0.00 0.00 0.00 5.28 4.06

C304 60x100x3.2 11.11 8.72 60.00 120.00 3.20 3.20 209.19 70.22 34.86 23.41 0.00 0.00 0.00 4.34 2.51

C305 60x120x2.5 8.75 6.87 60.00 120.00 2.50 2.50 166.93 56.56 27.82 18.85 0.00 0.00 0.00 4.37 2.54

C306 80x120x3.2 12.39 9.73 80.00 120.00 3.20 3.20 252.85 134.58 42.14 33.64 0.00 0.00 0.00 4.52 3.30

C307 80x140x3.2 13.67 10.73 80.00 140.00 3.20 3.20 366.77 153.46 52.40 38.37 0.00 0.00 0.00 5.18 3.35

C308 80x160x3.2 14.95 11.74 80.00 160.00 3.20 3.20 508.02 172.35 63.50 43.09 0.00 0.00 0.00 5.83 3.40

C309 80x160x4 18.56 14.57 80.00 160.00 4.00 4.00 623.58 209.89 77.95 52.47 0.00 0.00 0.00 5.80 3.36

C310 80x160x2.5 11.75 9.22 80.00 160.00 2.50 2.50 403.24 137.74 50.41 34.44 0.00 0.00 0.00 5.86 3.42

C311 60x140x3.2 12.39 9.73 60.00 140.00 3.20 3.20 306.87 80.56 43.84 26.85 0.00 0.00 0.00 4.98 2.55

C312 60x80x2.5 6.75 5.30 60.00 80.00 2.50 2.50 62.64 40.02 15.66 13.34 0.00 0.00 0.00 3.05 2.43

C313 60X120X3.2 11.11 8.72 60.00 120.00 3.20 3.20 209.19 70.22 34.86 23.41 0.00 0.00 0.00 4.34 2.51

C314 60x140x3.2 9.75 7.65 60.00 140.00 2.50 2.50 244.33 64.83 34.90 21.61 0.00 0.00 0.00 5.01 2.58

C315 60x120x4 13.76 10.80 60.00 120.00 4.00 4.00 255.20 84.77 42.53 28.26 0.00 0.00 0.00 4.31 2.48

C316 60x60x2.5 5.75 4.51 60.00 60.00 2.50 2.50 31.74 31.74 10.58 10.58 0.00 0.00 0.00 2.35 2.35

C317 C80x80x2.5 7.75 6.08 80.00 80.00 2.50 2.50 77.66 77.66 19.42 19.42 0.00 0.00 0.00 3.17 3.17

C318 C100x100x2 7.84 6.15 100.00 100.00 2.00 2.00 125.54 125.54 25.11 25.11 0.00 0.00 0.00 4.00 4.00

C319 C80x100x2.5 7.75 6.08 60.00 100.00 2.50 2.50 107.04 48.29 21.41 16.10 0.00 0.00 0.00 3.72 2.50

C320 C60x120x2 7.04 5.53 60.00 120.00 2.00 2.00 135.58 46.24 22.60 15.41 0.00 0.00 0.00 4.39 2.56

C321 C80x100x2.5 8.75 6.87 80.00 100.00 2.50 2.50 130.81 92.68 26.16 23.17 0.00 0.00 0.00 3.87 3.25

C322 C100x100x2.5 9.75 7.65 100.00 100.00 2.50 2.50 154.58 154.58 30.92 30.92 0.00 0.00 0.00 3.98 3.98

C323 C100x100x3.2 12.39 9.73 100.00 100.00 3.20 3.20 193.71 193.71 38.74 38.74 0.00 0.00 0.00 3.95 3.95

C324 2C200x80x30x2 14.24 0.99 160.00 200.00 2.00 2.00 878.27 625.85 87.83 78.23 0.00 0.00 0.00 7.85 6.63

C325 15x25x1.8 1.31 1.10 15.00 25.00 1.80 1.80 1.02 0.44 0.82 0.59 0.00 0.00 0.00 0.88 0.58

C326 15x25x2.0 1.44 1.19 15.00 25.00 2.00 2.00 1.10 0.47 0.88 0.63 0.00 0.00 0.00 0.88 0.57

C327 10x30x0.9 0.69 0.56 10.00 30.00 0.90 0.90 0.72 0.12 0.48 0.24 0.00 0.00 0.00 1.02 0.42

C328 10x30x1.25 0.94 0.76 10.00 30.00 1.25 1.25 0.95 0.15 0.63 0.31 0.00 0.00 0.00 1.01 0.40

C329 10x30x1.6 1.18 0.99 10.00 30.00 1.60 1.60 1.16 0.18 0.77 0.36 0.00 0.00 0.00 0.99 0.39

C330 10x30x1.8 1.31 1.10 10.00 30.00 1.80 1.80 1.27 0.19 0.85 0.38 0.00 0.00 0.00 0.98 0.38

C331 10x30x2.0 1.44 1.19 10.00 30.00 2.00 2.00 1.37 0.20 0.91 0.41 0.00 0.00 0.00 0.98 0.38

C332 15x30x0.95 0.78 0.64 15.00 30.00 0.90 0.90 0.91 0.30 0.61 0.40 0.00 0.00 0.00 1.08 0.62

C333 15x30x1.25 1.06 0.87 15.00 30.00 1.25 1.25 1.21 0.40 0.81 0.53 0.00 0.00 0.00 1.07 0.61

C334 15x30x1.6 1.34 1.12 15.00 30.00 1.60 1.60 1.48 0.48 0.99 0.64 0.00 0.00 0.00 1.05 0.60

C335 15x30x1.8 1.49 1.24 15.00 30.00 1.80 1.80 1.63 0.52 1.08 0.69 0.00 0.00 0.00 1.04 0.59

C336 15x30x2.0 1.64 1.39 15.00 30.00 2.00 2.00 1.76 0.56 1.18 0.74 0.00 0.00 0.00 1.04 0.58

C337 25x25x0.9 0.87 0.72 25.00 25.00 0.90 0.90 0.84 0.84 0.67 0.67 0.00 0.00 0.00 0.98 0.98

C338 25x25x1.25 1.19 0.98 25.00 25.00 1.25 1.25 1.12 1.12 0.90 0.90 0.00 0.00 0.00 0.97 0.97

C339 25x25x1.6 1.50 1.25 25.00 25.00 1.60 1.60 1.37 1.37 1.10 1.10 0.00 0.00 0.00 0.96 0.96

C340 25x25x1.8 1.67 1.38 25.00 25.00 1.80 1.80 1.51 1.51 1.21 1.21 0.00 0.00 0.00 0.95 0.95

C341 25x25x2.0 1.84 1.60 25.00 25.00 2.00 2.00 1.63 1.63 1.31 1.31 0.00 0.00 0.00 0.94 0.94

C342 20x30x0.9 0.87 0.72 20.00 30.00 0.90 0.90 1.10 0.58 0.73 0.58 0.00 0.00 0.00 1.13 0.82

C343 20x30x1.25 1.19 0.98 20.00 30.00 1.25 1.25 1.47 0.77 0.98 0.77 0.00 0.00 0.00 1.11 0.81

C344 20x30x1.6 1.50 1.25 20.00 30.00 1.60 1.60 1.81 0.94 1.20 0.94 0.00 0.00 0.00 1.10 0.79

C345 20x30x1.8 1.67 1.38 20.00 30.00 1.80 1.80 1.99 1.03 1.32 1.03 0.00 0.00 0.00 1.09 0.79

C346 20x30x2.0 1.84 1.60 20.00 30.00 2.00 2.00 2.16 1.11 1.44 1.11 0.00 0.00 0.00 1.08 0.78

C347 30x30x0.9 1.05 0.87 30.00 30.00 0.90 0.90 1.48 1.48 0.99 0.99 0.00 0.00 0.00 1.19 1.19

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C348 30x30x1.25 1.44 1.15 30.00 30.00 1.25 1.25 1.98 1.98 1.32 1.32 0.00 0.00 0.00 1.17 1.17

C349 30x30x1.6 1.82 1.50 30.00 30.00 1.60 1.60 2.45 2.45 1.63 1.63 0.00 0.00 0.00 1.16 1.16

C350 30x30x1.8 2.03 1.66 30.00 30.00 1.80 1.80 2.70 2.70 1.80 1.80 0.00 0.00 0.00 1.15 1.15

C351 30x30x2 2.24 1.90 30.00 30.00 2.00 2.00 2.94 2.94 1.96 1.96 0.00 0.00 0.00 1.15 1.15

C352 20x40x0.9 1.05 0.87 20.00 40.00 0.90 0.90 2.21 0.75 1.11 0.75 0.00 0.00 0.00 1.45 0.84

C353 20x40x1.25 1.44 1.15 20.00 40.00 1.25 1.25 2.98 0.99 1.49 0.99 0.00 0.00 0.00 1.44 0.83

C354 20x40x1.6 1.82 1.50 20.00 40.00 1.60 1.60 3.69 1.21 1.84 1.21 0.00 0.00 0.00 1.42 0.82

C355 20x40x1.8 2.03 1.66 20.00 40.00 1.80 1.80 4.08 1.33 2.04 1.33 0.00 0.00 0.00 1.42 0.81

C356 20x40x2 2.24 1.90 20.00 40.00 2.00 2.00 4.45 1.44 2.22 1.44 0.00 0.00 0.00 1.41 0.80

C357 35x35x0.9 1.23 1.00 35.00 35.00 0.90 0.90 2.38 2.38 1.36 1.36 0.00 0.00 0.00 1.39 1.39

C358 35x35x1.25 1.69 1.35 35.00 35.00 1.25 1.25 3.21 3.21 1.83 1.83 0.00 0.00 0.00 1.38 1.38

C359 35x35x1.6 2.14 1.74 35.00 35.00 1.60 1.60 3.98 3.98 2.28 2.28 0.00 0.00 0.00 1.37 1.37

C360 35x35x1.8 2.39 1.95 35.00 35.00 1.80 1.80 4.40 4.40 2.52 2.52 0.00 0.00 0.00 1.36 1.36

C361 35x35x2.0 2.64 2.15 35.00 35.00 2.00 2.00 4.81 4.81 2.75 2.75 0.00 0.00 0.00 1.35 1.35

C362 30x40x0.9 1.23 1.00 30.00 40.00 0.90 0.90 2.90 1.86 1.45 1.24 0.00 0.00 0.00 1.54 1.23

C363 30x40x1.25 1.69 1.35 30.00 40.00 1.25 1.25 3.92 2.50 1.96 1.67 0.00 0.00 0.00 1.52 1.22

C364 30x40x1.6 2.14 1.74 30.00 40.00 1.60 1.60 4.87 3.10 2.43 2.06 0.00 0.00 0.00 1.51 1.20

C365 30x40x1.8 2.39 1.95 30.00 40.00 1.80 1.80 5.39 3.42 2.69 2.28 0.00 0.00 0.00 1.50 1.20

C366 30x40x2 2.64 2.15 30.00 40.00 2.00 2.00 5.89 3.73 2.95 2.48 0.00 0.00 0.00 1.49 1.19

C367 20x50x0.9 1.23 1.00 20.00 50.00 0.90 0.90 3.85 0.91 1.54 0.91 0.00 0.00 0.00 1.77 0.86

C368 20x50x1.25 1.69 1.35 20.00 50.00 1.25 1.25 5.20 1.21 2.08 1.21 0.00 0.00 0.00 1.76 0.85

C369 20x50x1.6 2.14 1.74 20.00 50.00 1.60 1.60 6.48 1.48 2.59 1.48 0.00 0.00 0.00 1.74 0.83

C370 20x50x1.8 2.39 1.95 20.00 50.00 1.80 1.80 7.18 1.63 2.87 1.63 0.00 0.00 0.00 1.73 0.83

C371 20x50x2 2.64 2.15 20.00 50.00 2.00 2.00 7.86 1.76 3.14 1.76 0.00 0.00 0.00 1.72 0.82

C372 40x40x0.9 1.41 1.17 40.00 40.00 0.90 0.90 3.59 3.59 1.79 1.79 0.00 0.00 0.00 1.60 1.60

C373 40x40x1.25 1.94 1.56 40.00 40.00 1.25 1.25 4.85 4.85 2.43 2.43 0.00 0.00 0.00 1.58 1.58

C374 40x40x1.6 2.46 1.99 40.00 40.00 1.60 1.60 6.05 6.05 3.03 3.03 0.00 0.00 0.00 1.57 1.57

C375 40x40x1.8 2.75 2.24 40.00 40.00 1.80 1.80 6.70 6.70 3.35 3.35 0.00 0.00 0.00 1.56 1.56

C376 40x40x2.0 3.04 2.46 40.00 40.00 2.00 2.00 7.34 7.34 3.67 3.67 0.00 0.00 0.00 1.55 1.55

C377 30x50x0.9 1.41 1.17 30.00 50.00 0.90 0.90 4.93 2.24 1.97 1.49 0.00 0.00 0.00 1.87 1.26

C378 30x50x1.25 1.94 1.56 30.00 50.00 1.25 1.25 6.69 3.02 2.68 2.01 0.00 0.00 0.00 1.86 1.25

C379 30x50x1.6 2.46 1.99 30.00 50.00 1.60 1.60 8.36 3.74 3.34 2.50 0.00 0.00 0.00 1.84 1.23

C380 30x50x1.8 2.75 2.24 30.00 50.00 1.80 1.80 9.27 4.14 3.71 2.76 0.00 0.00 0.00 1.84 1.23

C381 30x50x2 3.04 2.46 30.00 50.00 2.00 2.00 10.16 4.51 4.06 3.01 0.00 0.00 0.00 1.83 1.22

C382 20x60x0.9 1.41 1.17 20.00 60.00 0.90 0.90 6.10 1.08 2.03 1.08 0.00 0.00 0.00 2.08 0.87

C383 20x60x1.25 1.94 1.56 20.00 60.00 1.25 1.25 8.28 1.43 2.76 1.43 0.00 0.00 0.00 2.07 0.86

C384 20x60x1.6 2.46 1.99 20.00 60.00 1.60 1.60 10.34 1.76 3.45 1.76 0.00 0.00 0.00 2.05 0.85

C385 20x60x1.8 2.75 2.24 20.00 60.00 1.80 1.80 11.48 1.93 3.83 1.93 0.00 0.00 0.00 2.04 0.84

C386 20x60x2 3.04 2.46 20.00 60.00 2.00 2.00 12.58 2.09 4.19 2.09 0.00 0.00 0.00 2.03 0.83

C387 45x45x1.25 2.19 1.75 45.00 45.00 1.25 1.25 6.98 6.98 3.10 3.10 0.00 0.00 0.00 1.79 1.79

C388 45x45x1.6 2.78 2.25 45.00 45.00 1.60 1.60 8.73 8.73 3.88 3.88 0.00 0.00 0.00 1.77 1.77

C389 45x45x1.8 3.11 2.52 45.00 45.00 1.80 1.80 9.69 9.69 4.31 4.31 0.00 0.00 0.00 1.77 1.77

C390 45x45x2.0 3.44 2.80 45.00 45.00 2.00 2.00 10.62 10.62 4.72 4.72 0.00 0.00 0.00 1.76 1.76

C391 30x60x1.25 2.19 1.75 30.00 60.00 1.25 1.25 10.43 3.53 3.48 2.36 0.00 0.00 0.00 2.18 1.27

C392 30x60x1.6 2.78 2.25 30.00 60.00 1.60 1.60 13.07 4.39 4.36 2.93 0.00 0.00 0.00 2.17 1.26

C393 30x60x1.8 3.11 2.52 30.00 60.00 1.80 1.80 14.53 4.85 4.84 3.23 0.00 0.00 0.00 2.16 1.25

C394 30x60x2.0 3.44 2.80 30.00 60.00 2.00 2.00 15.95 5.30 5.32 3.53 0.00 0.00 0.00 2.15 1.24

C395 40x50x1.25 2.19 1.75 40.00 50.00 1.25 1.25 8.18 5.79 3.27 2.90 0.00 0.00 0.00 1.93 1.63

C396 40x50x1.6 2.78 2.25 40.00 50.00 1.60 1.60 10.23 7.23 4.09 3.62 0.00 0.00 0.00 1.92 1.61

C397 40x50x1.8 3.11 2.52 40.00 50.00 1.80 1.80 11.36 8.02 4.55 4.01 0.00 0.00 0.00 1.91 1.61

C398 40x50x2.0 3.44 2.80 40.00 50.00 2.00 2.00 12.47 8.78 4.99 4.39 0.00 0.00 0.00 1.90 1.60

C399 50x50x1.25 2.44 1.96 50.00 50.00 1.25 1.25 9.66 9.66 3.86 3.86 0.00 0.00 0.00 1.99 1.99

C400 50x50x1.6 3.10 2.48 50.00 50.00 1.60 1.60 12.11 12.11 4.84 4.84 0.00 0.00 0.00 1.98 1.98

C401 50x50x1.8 3.47 2.78 50.00 50.00 1.80 1.80 13.46 13.46 5.38 5.38 0.00 0.00 0.00 1.97 1.97

C402 50x50x2.0 3.84 3.15 50.00 50.00 2.00 2.00 14.77 14.77 5.91 5.91 0.00 0.00 0.00 1.96 1.96

C403 30x70x1.25 2.44 1.96 30.00 70.00 1.25 1.25 15.27 4.05 4.36 2.70 0.00 0.00 0.00 2.50 1.29

C404 30x70x1.6 3.10 2.48 30.00 70.00 1.60 1.60 19.18 5.03 5.48 3.36 0.00 0.00 0.00 2.49 1.27

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C405 30x70x1.8 3.47 2.78 30.00 70.00 1.80 1.80 21.34 5.57 6.10 3.71 0.00 0.00 0.00 2.48 1.27

C406 30x70x2.0 3.84 3.15 30.00 70.00 2.00 2.00 23.46 6.08 6.70 4.06 0.00 0.00 0.00 2.47 1.26

C407 40x60x1.25 2.44 1.96 40.00 60.00 1.25 1.25 12.59 6.73 4.20 3.37 0.00 0.00 0.00 2.27 1.66

C408 40x60x1.6 3.10 2.48 40.00 60.00 1.60 1.60 15.80 8.41 5.27 4.21 0.00 0.00 0.00 2.26 1.65

C409 40x60x1.8 3.47 2.78 40.00 60.00 1.80 1.80 17.58 9.33 5.86 4.67 0.00 0.00 0.00 2.25 1.64

C410 40x60x2.0 3.84 3.15 40.00 60.00 2.00 2.00 19.32 10.23 6.44 5.11 0.00 0.00 0.00 2.24 1.63

C411 60x60x1.25 2.94 2.38 60.00 60.00 1.25 1.25 16.91 16.91 5.64 5.64 0.00 0.00 0.00 2.40 2.40

C412 60x60x1.6 3.74 3.00 60.00 60.00 1.60 1.60 21.26 21.26 7.09 7.09 0.00 0.00 0.00 2.39 2.39

C413 60x60x1.8 4.19 3.40 60.00 60.00 1.80 1.80 23.68 23.68 7.89 7.89 0.00 0.00 0.00 2.38 2.38

C414 60x60x2 4.64 3.82 60.00 60.00 2.00 2.00 26.05 26.05 8.68 8.68 0.00 0.00 0.00 2.37 2.37

C415 40x80x1.25 2.94 2.38 40.00 80.00 1.25 1.25 25.20 8.61 6.30 4.30 0.00 0.00 0.00 2.93 1.71

C416 40x80x1.6 3.74 3.00 40.00 80.00 1.60 1.60 31.75 10.77 7.94 5.39 0.00 0.00 0.00 2.91 1.70

C417 40x80x1.8 4.19 3.40 40.00 80.00 1.80 1.80 35.40 11.96 8.85 5.98 0.00 0.00 0.00 2.91 1.69

C418 40x80x2 4.64 3.82 40.00 80.00 2.00 2.00 38.97 13.12 9.74 6.56 0.00 0.00 0.00 2.90 1.68

C419 50x70x1.25 2.94 2.38 50.00 70.00 1.25 1.25 21.18 12.63 6.05 5.05 0.00 0.00 0.00 2.69 2.07

C420 50x70x1.6 3.74 3.00 50.00 70.00 1.60 1.60 26.67 15.86 7.62 6.34 0.00 0.00 0.00 2.67 2.06

C421 50x70x1.8 4.19 3.40 50.00 70.00 1.80 1.80 29.72 17.64 8.49 7.06 0.00 0.00 0.00 2.66 2.05

C422 50x70x2.0 4.64 3.82 50.00 70.00 2.00 2.00 32.71 19.38 9.35 7.75 0.00 0.00 0.00 2.66 2.04

C423 20x100x1.25 2.94 2.38 20.00 100.00 1.25 1.25 31.50 2.31 6.30 2.31 0.00 0.00 0.00 3.27 0.89

C424 20x100x1.6 3.74 3.00 20.00 100.00 1.60 1.60 39.68 2.84 7.94 2.84 0.00 0.00 0.00 3.26 0.87

C425 20x100x1.8 4.19 3.40 20.00 100.00 1.80 1.80 44.24 3.12 8.85 3.12 0.00 0.00 0.00 3.25 0.86

C426 20x100x2.0 4.64 3.82 20.00 100.00 2.00 2.00 48.70 3.39 9.74 3.39 0.00 0.00 0.00 3.24 0.85

C427 70x70x1.6 4.38 3.50 70.00 70.00 1.60 1.60 34.15 34.15 9.76 9.76 0.00 0.00 0.00 2.79 2.79

C428 70x70x1.8 4.91 4.00 70.00 70.00 1.80 1.80 38.09 38.09 10.88 10.88 0.00 0.00 0.00 2.79 2.79

C429 70x70x2.0 5.44 4.40 70.00 70.00 2.00 2.00 41.96 41.96 11.99 11.99 0.00 0.00 0.00 2.78 2.78

C430 70x70x3.2 8.55 6.90 70.00 70.00 3.20 3.20 63.74 63.74 18.21 18.21 0.00 0.00 0.00 2.73 2.73

C431 70x70x4.75 12.40 10.00 70.00 70.00 4.75 4.75 88.44 88.44 25.27 25.27 0.00 0.00 0.00 2.67 2.67

C432 40x100x1.6 4.38 3.50 40.00 100.00 1.60 1.60 55.17 13.13 11.03 6.57 0.00 0.00 0.00 3.55 1.73

C433 40x100x1.8 4.91 4.00 40.00 100.00 1.80 1.80 61.59 14.59 12.32 7.29 0.00 0.00 0.00 3.54 1.72

C434 40x100x2 5.44 4.40 40.00 100.00 2.00 2.00 67.91 16.01 13.58 8.00 0.00 0.00 0.00 3.53 1.72

C435 40x100x3.2 8.55 6.90 40.00 100.00 3.20 3.20 103.73 23.75 20.75 11.87 0.00 0.00 0.00 3.48 1.67

C436 40x100x4.75 12.40 10.00 40.00 100.00 4.75 4.75 144.94 31.94 28.99 15.97 0.00 0.00 0.00 3.42 1.60

C437 60x80x1.6 4.38 3.50 60.00 80.00 1.60 1.60 41.59 26.72 10.40 8.91 0.00 0.00 0.00 3.08 2.47

C438 60x80x1.8 4.91 4.00 60.00 80.00 1.80 1.80 46.41 29.78 11.60 9.93 0.00 0.00 0.00 3.07 2.46

C439 60x80x2.0 5.44 4.40 60.00 80.00 2.00 2.00 51.14 32.78 12.79 10.93 0.00 0.00 0.00 3.07 2.45

C440 60x80x3.2 8.55 6.90 60.00 80.00 3.20 3.20 77.92 49.55 19.48 16.52 0.00 0.00 0.00 3.02 2.41

C441 60x80x4.75 12.40 10.00 60.00 80.00 4.75 4.75 108.54 68.34 27.13 22.78 0.00 0.00 0.00 2.96 2.35

C442 50x90x1.6 4.38 3.50 50.00 90.00 1.60 1.60 48.70 19.61 10.82 7.84 0.00 0.00 0.00 3.34 2.12

C443 50x90x1.8 4.91 4.00 50.00 90.00 1.80 1.80 54.36 21.82 12.08 8.73 0.00 0.00 0.00 3.33 2.11

C444 50x90x2.0 5.44 4.40 50.00 90.00 2.00 2.00 59.93 23.99 13.32 9.60 0.00 0.00 0.00 3.32 2.10

C445 50x90x3.2 8.55 6.90 50.00 90.00 3.20 3.20 91.46 36.01 20.33 14.40 0.00 0.00 0.00 3.27 2.05

C446 50x90x4.75 12.40 10.00 50.00 90.00 4.75 4.75 127.69 49.19 28.38 19.67 0.00 0.00 0.00 3.21 1.99

C447 20x120x1.6 4.38 3.50 20.00 120.00 1.60 1.60 64.92 3.38 10.82 3.38 0.00 0.00 0.00 3.85 0.88

C448 20x120x1.8 4.91 4.00 20.00 120.00 1.80 1.80 72.46 3.72 12.08 3.72 0.00 0.00 0.00 3.84 0.87

C449 20x120x2 5.44 4.40 20.00 120.00 2.00 2.00 79.88 4.04 13.31 4.04 0.00 0.00 0.00 3.83 0.86

C450 20x120x3.2 8.55 6.90 20.00 120.00 3.20 3.20 121.85 5.62 20.31 5.62 0.00 0.00 0.00 3.78 0.81

C451 20x120x4.75 12.40 10.00 20.00 120.00 4.75 4.75 169.94 6.93 28.32 6.93 0.00 0.00 0.00 3.70 0.75

C452 80x80x1.6 5.02 4.00 80.00 80.00 1.60 1.60 51.42 51.42 12.86 12.86 0.00 0.00 0.00 3.20 3.20

C453 80x80x1.8 5.63 4.45 80.00 80.00 1.80 1.80 57.42 57.42 14.35 14.35 0.00 0.00 0.00 3.19 3.19

C454 80x80x2.0 6.24 5.10 80.00 80.00 2.00 2.00 63.32 63.32 15.83 15.83 0.00 0.00 0.00 3.19 3.19

C455 80x80x3.2 9.83 8.00 80.00 80.00 3.20 3.20 96.80 96.80 24.20 24.20 0.00 0.00 0.00 3.14 3.14

C456 80x80x4.75 14.30 11.45 80.00 80.00 4.75 4.75 135.47 135.47 33.87 33.87 0.00 0.00 0.00 3.08 3.08

C457 40x120x1.6 5.02 4.00 40.00 120.00 1.60 1.60 87.35 15.49 14.56 7.75 0.00 0.00 0.00 4.17 1.76

C458 40x120x1.8 5.63 4.45 40.00 120.00 1.80 1.80 97.61 17.22 16.27 8.61 0.00 0.00 0.00 4.16 1.75

C459 40x120x2.0 6.24 5.10 40.00 120.00 2.00 2.00 107.73 18.90 17.96 9.45 0.00 0.00 0.00 4.16 1.74

C460 40x120x3.2 9.83 8.00 40.00 120.00 3.20 3.20 165.52 28.09 27.59 14.05 0.00 0.00 0.00 4.10 1.69

C461 40x120x4.75 14.30 11.45 40.00 120.00 4.75 4.75 233.07 37.87 38.85 18.94 0.00 0.00 0.00 4.04 1.63

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C462 60x100x1.6 5.02 4.00 60.00 100.00 1.60 1.60 70.67 32.18 14.13 10.73 0.00 0.00 0.00 3.75 2.53

C463 60x100x1.8 5.63 4.45 60.00 100.00 1.80 1.80 78.95 35.88 15.79 11.96 0.00 0.00 0.00 3.74 2.52

C464 60x100x2.0 6.24 5.10 60.00 100.00 2.00 2.00 87.12 39.51 17.42 13.17 0.00 0.00 0.00 3.74 2.52

C465 60x100x3.2 9.83 8.00 60.00 100.00 3.20 3.20 133.72 59.89 26.74 19.96 0.00 0.00 0.00 3.69 2.47

C466 60x100x4.75 14.30 11.45 60.00 100.00 4.75 4.75 188.07 82.87 37.61 27.62 0.00 0.00 0.00 3.63 2.41

C467 70x90x1.6 5.02 4.00 70.00 90.00 1.60 1.60 61.21 41.64 13.60 11.90 0.00 0.00 0.00 3.49 2.88

C468 70x90x1.8 5.63 4.45 70.00 90.00 1.80 1.80 68.37 46.47 15.19 13.28 0.00 0.00 0.00 3.48 2.87

C469 70x90x2.0 6.24 5.10 70.00 90.00 2.00 2.00 75.42 51.21 16.76 14.63 0.00 0.00 0.00 3.48 2.86

C470 70x90x3.2 9.83 8.00 70.00 90.00 3.20 3.20 115.58 78.03 25.69 22.29 0.00 0.00 0.00 3.43 2.82

C471 70x90x4.75 14.30 11.45 70.00 90.00 4.75 4.75 162.25 108.70 36.05 31.06 0.00 0.00 0.00 3.37 2.76

C472 90x90x2 7.04 5.65 90.00 90.00 2.00 2.00 90.91 90.91 20.20 20.20 0.00 0.00 0.00 3.59 3.59

C473 90x90x3.2 11.11 8.92 90.00 90.00 3.20 3.20 139.70 139.70 31.05 31.05 0.00 0.00 0.00 3.55 3.55

C474 90x90x4.75 16.20 13.00 90.00 90.00 4.75 4.75 196.80 196.80 43.73 43.73 0.00 0.00 0.00 3.49 3.49

C475 60x120x2 7.04 5.65 60.00 120.00 2.00 2.00 135.58 46.24 22.60 15.41 0.00 0.00 0.00 4.39 2.56

C476 60x120x3.2 11.11 8.92 60.00 120.00 3.20 3.20 209.19 70.22 34.86 23.41 0.00 0.00 0.00 4.34 2.51

C477 60x120x4.75 16.20 13.00 60.00 120.00 4.75 4.75 296.20 97.41 49.37 32.47 0.00 0.00 0.00 4.28 2.45

C478 80x100x2 7.04 5.65 80.00 100.00 2.00 2.00 106.33 75.49 21.27 18.87 0.00 0.00 0.00 3.89 3.27

C479 80x100x3.2 11.11 8.92 80.00 100.00 3.20 3.20 163.72 115.69 32.74 28.92 0.00 0.00 0.00 3.84 3.23

C480 80x100x4.75 16.20 13.00 80.00 100.00 4.75 4.75 231.20 162.40 46.24 40.60 0.00 0.00 0.00 3.78 3.17

C481 100x100x3.2 12.39 10.00 100.00 100.00 3.20 3.20 193.71 193.71 38.74 38.74 0.00 0.00 0.00 3.95 3.95

C482 100x100x4.75 18.10 14.40 100.00 100.00 4.75 4.75 274.33 274.33 54.87 54.87 0.00 0.00 0.00 3.89 3.89

C483 80x120x3.2 12.39 10.00 80.00 120.00 3.20 3.20 252.85 134.58 42.14 33.64 0.00 0.00 0.00 4.52 3.30

C484 80x120x4.75 18.10 14.40 80.00 120.00 4.75 4.75 359.33 189.34 59.89 47.33 0.00 0.00 0.00 4.46 3.23

C485 60x140x3.2 12.39 10.00 60.00 140.00 3.20 3.20 306.87 80.56 43.84 26.85 0.00 0.00 0.00 4.98 2.55

C486 60x140x4.75 18.10 14.40 60.00 140.00 4.75 4.75 436.72 111.94 62.39 37.31 0.00 0.00 0.00 4.91 2.49

C487 70x130x3.2 12.39 10.00 70.00 130.00 3.20 3.20 280.82 106.61 43.20 30.46 0.00 0.00 0.00 4.76 2.93

C488 70x130x4.75 18.10 14.40 70.00 130.00 4.75 4.75 399.45 149.22 61.45 42.63 0.00 0.00 0.00 4.70 2.87

C489 110x110x3.2 13.67 11.10 110.00 110.00 3.20 3.20 260.11 260.11 47.29 47.29 0.00 0.00 0.00 4.36 4.36

C490 110x110x4.75 20.00 16.20 110.00 110.00 4.75 4.75 369.96 369.96 67.27 67.27 0.00 0.00 0.00 4.30 4.30

C491 100x120x3.2 13.67 11.10 100.00 120.00 3.20 3.20 296.52 223.71 49.42 44.74 0.00 0.00 0.00 4.66 4.05

C492 100x120x4.75 20.00 16.20 100.00 120.00 4.75 4.75 422.45 317.46 70.41 63.49 0.00 0.00 0.00 4.60 3.98

C493 80x140x3.2 13.67 11.10 80.00 140.00 3.20 3.20 366.77 153.46 52.40 38.37 0.00 0.00 0.00 5.18 3.35

C494 80x140x4.75 20.00 16.20 80.00 140.00 4.75 4.75 523.65 216.27 74.81 54.07 0.00 0.00 0.00 5.12 3.29

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ARMADOS ESPECIALES

COD PERFIL ÁREA PESO ALTURA ESP. ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alto Ancho Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (cm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

E100 - - - - - - - 0.00 0.00 0 0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

E101 4 diámetros 20 12.56 10.20 40 20 0.0 0.0 10056 2516 503 252 0.00 0.00 0.00 28.29 14.15

0 - - - - - - - 0.00 0.00 0 0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0 - - - - - - - 0.00 0.00 0 0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

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INDICE DE CODIGOS

C101 - C150 PERFILES ESTRUCTURALES C CONFORMADOSC151 - C200 CAJON PERFILES ESTRUCTURALES C CONFORMADOSUI101 - UI108 PERFILES ESTRUCTURALES C CONFORMADOS IDEM S.A.UI201 - UI208 CAJON PERFILES ESTRUCTURALES C CONFORMADOS IDEM S.A.U101 - U164 PERFILES ESTRUCTURALES U CONFORMADOSU201 - U264 CAJON PERFILES ESTRUCTURALES U CONFORMADOSU301 - U306 PERFILES ESTRUCTURALES U CONFORMADOS COMESIU311 - U316 CAJON PERFILES ESTRUCTURALES U CONFORMADOS COMESIU401 - U417 PERFILES U NORMALES LAMINADOSU421 - U437 CAJON PERFILES U NORMALES LAMINADOS PARADOSU441 - U457 CAJON PERFILES U NORMALES LAMINADOS ACOSTADOSU461 - U477 2 PERFILES U NORMALES LAMINADOS BACK TO BACK PARADOSU481 - U497 2 PERFILES U NORMALES LAMINADOS BACK TO BACK ACOSTADOSU501 - U508 PERFILES U LAMINADOS AMERICANOSU521 - U528 CAJON PERFILES U LAMINADOS AMERICANOSI101 - I117 PERFILES I NORMALES LAMINADOSI121 - I137 CAJON PERFILES I NORMALES LAMINADOSI201 - I224 PERFILES IPB NORMALES LAMINADOS ( HEB - GREY )I301 - I318 PERFILES IPE LAMINADOS WB101-WB188 PERFILES W BRASILEROSWA101-WA258 W AMERICANOSHEA101-HEA124 HEA AMERICANOSHEB101-HEB124 HEB AMERICANOSM101 - M115 SECCIONES MADERASL101 - L159 PERFILES NORMAL ANGULO DE LADOS IGUALESL201 - L259 2 PERFILES NORMAL ANGULO DE LADOS IGUALES ALMA CON ALMAL301 - L359 2 PERFILES NORMAL ANGULO DE LADOS IGUALES ALMAS SEPARADASR101 - R110 HIERROS REDONDOS - ACERO CONSTRUCCION.R121-R137 HIERROS REDONDOS - ACERO LISO / PERNOST101 - T178 TUBOS REDONDOS DE HIERROC301 - C494 SECCIONES RECTANGULOS Y CUADRADOS DE HIERROP101-P296 PLANCHUELASCH101-CH145 CHAPAS

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PERFILES ESTRUCTURALES C CONFORMADOS

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

C101 C-50-25-10-2,0 2.14 1.68 50 25 2.0 10 7.92 1.78 3.17 1.13 0.93 1.93 0.91

C102 C-50-25-10-2,5 2.59 2.03 50 25 2.5 10 9.30 2.03 3.72 1.29 0.92 1.89 0.89

C103 C-50-30-10-3,2 3.81 2.99 50 30 3.2 10 13.11 4.54 5.24 1.55 1.27 1.86 1.09

C104 C-60-30-10-2,0 2.54 1.99 60 30 2.0 10 13.96 3.00 4.65 1.55 1.06 2.35 1.09

C105 C-60-30-10-2,5 3.09 2.42 60 30 2.5 10 16.57 3.47 5.52 1.78 1.05 2.32 1.06

C106 C-60-40-15-2,5 3.76 2.95 60 40 2.5 15 20.90 8.33 6.97 3.51 1.63 2.36 1.49

C107 C-60-40-15-3,2 4.77 3.74 60 40 3.2 15 25.81 10.09 8.60 4.26 1.63 2.33 1.46

C108 C-80-40-20-1,6 3.00 2.35 80 40 1.6 20 30.88 7.94 7.72 3.31 1.60 3.21 1.63

C109 C-80-40-20-2,0 3.68 2.89 80 40 2.0 20 37.92 9.65 9.48 4.02 1.60 3.21 1.62

C110 C-80-40-20-2,5 4.50 3.53 80 40 2.5 20 46.28 11.64 11.57 4.85 1.60 3.21 1.61

C111 C-80-40-20-3,2 5.58 4.38 80 40 3.2 20 57.32 14.16 14.33 5.90 1.60 3.21 1.59

C112 C-80-50-14-1,25 2.51 2.03 80 50 1.3 14 26.84 9.11 6.71 2.93 1.89 3.27 1.91

C113 C-80-50-14-1,6 3.19 2.50 80 50 1.6 14 33.95 11.46 8.49 3.78 1.89 3.26 1.90

C114 C-80-50-15-2,0 3.94 3.09 80 50 2.0 15 41.33 13.82 10.33 4.59 1.89 3.24 1.87

C115 C-80-50-20-2,5 5.09 4.00 80 50 2.5 20 51.22 18.62 12.80 6.54 2.03 3.17 1.91

C116 C-80-50-20-3,2 6.37 5.00 80 50 3.2 20 62.55 22.42 15.64 7.98 2.03 3.13 1.88

C117 C-100-45-10-1,6 3.22 2.58 100 45 1.6 10 53.30 8.24 10.65 2.51 1.72 4.07 1.60

C118 C-100-45-10-2,0 4.02 3.21 100 45 2.0 10 64.76 9.87 12.95 2.97 1.71 4.01 1.57

C119 C-100-50-15-1,6 3.51 2.76 100 50 1.6 15 56.70 12.41 11.34 3.89 1.73 4.02 1.88

C120 C-100-50-15-2,0 4.34 3.41 100 50 2.0 15 69.23 14.98 13.85 4.71 1.72 3.99 1.86

C121 C-100-50-20-2,5 5.59 4.39 100 50 2.5 20 86.63 20.28 17.33 6.73 1.86 3.94 1.90

C122 C-100-50-20-3,2 7.01 5.50 100 50 3.2 20 106.42 24.46 21.28 7.79 1.86 3.90 1.87

C123 C-100-50-20-4,8 10.00 7.85 100 50 4.8 20 144.62 31.79 28.92 10.09 1.85 3.80 1.78

C124 C-120-50-15-1,6 3.83 3.01 120 50 1.6 15 86.47 13.21 14.41 3.97 1.59 4.75 1.86

C125 C-120-50-15-2,0 4.74 3.72 120 50 2.0 15 105.80 15.95 17.63 4.82 1.59 4.72 1.83

C126 C-120-50-20-2,5 6.09 4.78 120 50 2.5 20 133.20 21.66 22.20 6.86 1.72 4.68 1.88

C127 C-120-50-20-3,2 7.65 6.00 120 50 3.2 20 164.20 26.15 27.37 8.38 1.72 4.63 1.85

C128 C-120-50-20-4,8 10.96 8.60 120 50 4.8 20 225.20 34.06 37.53 11.17 1.71 4.53 1.76

C129 C-140-60-20-2,0 5.74 4.50 140 60 2.0 20 176.40 29.35 25.20 7.51 1.99 5.54 2.26

C130 C-140-60-20-2,5 7.09 5.56 140 60 2.5 20 215.60 35.41 30.80 9.11 1.99 5.51 2.23

C131 C-140-60-20-3,2 8.93 7.01 140 60 3.2 20 267.30 43.08 38.18 11.16 1.98 5.47 2.20

C132 C-140-60-25-4,8 13.36 10.49 140 60 4.8 25 382.71 63.89 54.67 16.41 2.11 5.35 2.19

C133 C-140-65-23-2,0 6.04 4.82 140 65 2.0 23 188.33 37.61 26.88 8.49 1.67 5.58 2.50

C134 C-160-60-20-2,0 6.04 4.82 160 60 2.0 20 240.20 30.25 30.86 7.30 1.85 6.22 2.20

C135 C-160-60-20-2,5 7.59 5.96 160 60 2.5 20 294.90 37.02 36.86 9.22 1.86 6.23 2.21

C136 C-160-60-20-3,2 9.57 7.51 160 60 3.2 20 366.40 45.06 45.80 11.32 1.86 6.19 2.17

C137 C-160-60-25-4,8 14.32 11.25 160 60 4.8 25 528.21 67.01 66.03 16.68 1.98 6.07 2.16

C138 C-180-70-25-2,5 8.84 6.94 180 70 2.5 25 440.20 61.37 48.91 12.95 2.26 7.06 2.64

C139 C-180-70-20-3,2 11.20 8.79 180 70 3.2 25 549.20 75.35 61.02 16.45 2.26 7.00 2.59

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PERFILES ESTRUCTURALES C CONFORMADOS

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

C140 C-180-70-25-4,8 16.20 12.72 180 70 4.8 25 775.80 102.40 86.20 22.70 2.25 6.92 2.51

C141 C-200-70-25-2,0 7.54 5.92 200 70 2.0 25 458.87 52.33 45.89 10.78 2.15 7.80 2.63

C142 C-200-70-25-2,5 9.34 7.33 200 70 2.5 25 563.87 63.53 56.39 13.08 2.14 7.77 2.61

C143 C-200-70-25-3,2 11.81 9.27 200 70 3.2 25 704.48 78.01 70.45 36.42 2.14 7.72 2.57

C144 C-200-80-25-4,8?? 18.20 14.29 200 80 4.8 25 1090.00 147.90 109.00 28.17 2.51 7.74 2.85

C145 C-220-80-25-2,5 10.30 8.08 220 80 2.5 25 765.30 90.14 69.57 16.49 2.41 8.62 2.96

C146 C-220-80-25-3,2 13.10 10.28 220 80 3.2 25 958.50 111.11 87.14 20.42 2.40 8.55 2.91

C147 C-220-80-25-4,8 19.10 14.99 220 80 4.8 25 1366.00 152.60 124.20 28.47 2.40 8.46 2.83

C148 C300-120-30-2.5 14.59 11.45 300 120 2.5 30 2073.00 283.00 138.00 34.00 3.58 11.92 4.41

C149 C300-120-30-3.2 18.53 14.54 300 120 3.2 30 2613 353 174.0 42 3.58 11.88 4.37

C150 C260-100-25-3.2 15.65 12.28 260 100 3.2 25 1634.00 202.00 126.00 29.00 2.92 10.22 3.59

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CAJON PERFILES ESTRUCTURALES C CONFORMADOS

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

C151 2C-50-25-10-2,0 4.28 3.36 50 50 2.0 10 15.84 14.11 6.34 5.64 0.00 1.92 1.82

C152 2C-50-25-10-2,5 5.18 4.06 50 50 2.5 10 18.60 16.99 7.44 6.80 0.00 1.89 1.81

C153 2C-50-30-10-3,2 7.62 5.98 50 60 3.2 10 26.22 31.89 10.48 10.63 0.00 1.85 2.05

C154 2C-60-30-10-2,0 5.08 3.98 60 60 2.0 10 27.92 25.12 9.30 8.37 0.00 2.34 2.22

C155 2C-60-30-10-2,5 6.18 4.84 60 60 2.5 10 33.14 30.44 11.04 10.15 0.00 2.32 2.22

C156 2C-60-40-15-2,5 7.52 5.90 60 80 2.5 15 41.80 58.90 13.94 14.72 0.00 2.36 2.80

C157 2C-60-40-15-3,2 9.54 7.48 60 80 3.2 15 51.62 73.77 17.20 18.44 0.00 2.33 2.78

C158 2C-80-40-20-1,6 6.00 4.70 80 80 1.6 20 61.76 50.45 15.44 12.61 0.00 3.21 2.90

C159 2C-80-40-20-2,0 7.36 5.78 80 80 2.0 20 75.84 61.69 18.96 15.42 0.00 3.21 2.90

C160 2C-80-40-20-2,5 9.00 7.06 80 80 2.5 20 92.56 75.12 23.14 18.78 0.00 3.21 2.89

C161 2C-80-40-20-3,2 11.16 8.76 80 80 3.2 20 114.64 92.60 28.66 23.15 0.00 3.21 2.88

C162 2C-80-50-14-1,25 5.02 4.06 80 100 1.3 14 53.68 66.77 13.42 13.35 0.00 3.27 3.65

C163 2C-80-50-14-1,6 6.38 5.00 80 100 1.6 14 67.90 84.63 16.98 16.93 0.00 3.26 3.64

C164 2C-80-50-15-2,0 7.88 6.18 80 100 2.0 15 82.66 103.86 20.66 20.77 0.00 3.24 3.63

C165 2C-80-50-20-2,5 10.18 8.00 80 100 2.5 20 102.44 127.04 25.60 25.41 0.00 3.17 3.53

C166 2C-80-50-20-3,2 12.74 10.00 80 100 3.2 20 125.10 157.22 31.28 31.44 0.00 3.13 3.51

C167 2C-100-45-10-1,6 6.44 5.16 100 90 1.6 10 106.60 66.25 21.30 14.72 0.00 4.07 3.21

C168 2C-100-45-10-2,0 8.04 6.42 100 90 2.0 10 129.52 82.32 25.90 18.29 0.00 4.01 3.20

C169 2C-100-50-15-1,6 7.02 5.52 100 100 1.6 15 113.40 99.88 22.68 19.98 0.00 4.02 3.77

C170 2C-100-50-15-2,0 8.68 6.82 100 100 2.0 15 138.46 123.34 27.70 24.67 0.00 3.99 3.77

C171 2C-100-50-20-2,5 11.18 8.78 100 100 2.5 20 173.26 150.79 34.66 30.16 0.00 3.94 3.67

C172 2C-100-50-20-3,2 14.02 11.00 100 100 3.2 20 212.84 187.15 42.56 37.43 0.00 3.90 3.65

C173 2C-100-50-20-4,8 20.00 15.70 100 100 4.8 20 289.24 262.03 57.84 52.41 0.00 3.80 3.62

C174 2C-120-50-15-1,6 7.66 6.02 120 100 1.6 15 172.94 115.49 28.82 23.10 0.00 4.75 3.88

C175 2C-120-50-15-2,0 9.48 7.44 120 100 2.0 15 211.60 142.13 35.26 28.43 0.00 4.72 3.87

C176 2C-120-50-20-2,5 12.18 9.56 120 100 2.5 20 266.40 174.36 44.40 34.87 0.00 4.68 3.78

C177 2C-120-50-20-3,2 15.30 12.00 120 100 3.2 20 328.40 216.90 54.74 43.38 0.00 4.63 3.77

C178 2C-120-50-20-4,8 21.92 17.20 120 100 4.8 20 450.40 305.38 75.06 61.08 0.00 4.53 3.73

C179 2C-140-60-20-2,0 11.48 9.00 140 120 2.0 20 352.80 243.30 50.40 40.55 0.00 5.54 4.60

C180 2C-140-60-20-2,5 14.18 11.12 140 120 2.5 20 431.20 298.84 61.60 49.81 0.00 5.51 4.59

C181 2C-140-60-20-3,2 17.86 14.02 140 120 3.2 20 534.60 374.78 76.36 62.46 0.00 5.47 4.58

C182 2C-140-60-25-4,8 26.72 20.98 140 120 4.8 25 765.42 532.11 109.34 88.68 0.00 5.35 4.46

C183 2C-140-65-23-2,0 12.08 9.64 140 130 2.0 23 376.66 357.03 53.76 54.93 0.00 5.58 5.44

C184 2C-160-60-20-2,0 12.08 9.64 160 120 2.0 20 480.40 268.55 61.72 44.76 0.00 6.31 4.71

C185 2C-160-60-20-2,5 15.18 11.92 160 120 2.5 20 589.80 334.22 73.72 55.70 0.00 6.23 4.69

C186 2C-160-60-20-3,2 19.14 15.02 160 120 3.2 20 732.80 418.17 91.60 69.70 0.00 6.19 4.67

C187 2C-160-60-25-4,8 28.64 22.50 160 120 4.8 25 1056.42 596.85 132.06 99.48 0.00 6.07 4.57

C188 2C-180-70-25-2,5 17.68 13.88 180 140 2.5 25 880.40 519.97 97.82 74.28 0.00 7.06 5.42C189 2C-180-70-20-3,2 22.40 17.58 180 140 3.2 25 1098.40 653.97 122.04 93.42 0.00 7.00 5.40

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CAJON PERFILES ESTRUCTURALES C CONFORMADOS

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

C190 2C-180-70-25-4,8 32.40 25.44 180 140 4.8 25 1551.60 935.83 172.40 133.69 0.00 6.92 5.37

C191 2C-200-80-25-2,0 15.08 11.84 200 140 2.0 25 917.74 459.38 91.78 65.63 0.00 7.80 5.52

C192 2C-200-80-25-2,5 18.68 14.66 200 140 2.5 25 1127.74 568.27 112.78 81.18 0.00 7.77 5.52

C193 2C-200-80-25-3,2 23.62 18.54 200 140 3.2 25 1408.96 713.91 140.90 101.99 0.00 7.72 5.50

C194 2C-200-80-25-4,8 36.40 28.58 200 160 4.8 25 2180.00 1392.90 218.00 174.11 0.00 7.74 6.19

C195 2C-220-80-25-2,5 20.60 16.16 220 160 2.5 25 1530.60 823.99 139.14 103.00 0.00 8.62 6.32

C196 2C-220-80-25-3,2 26.20 20.56 220 160 3.2 25 1917.00 1043.85 174.28 130.48 0.00 8.55 6.31

C197 2C-220-80-25-4,8 38.20 29.98 220 160 4.8 25 2732.00 1503.15 248.40 187.89 0.00 8.46 6.27

C198 2C300-120-30-2.5 29.18 22.90 300 240 2.5 30 4146.00 2634.76 276.00 219.56 0.00 11.92 9.50

C199 2C300-120-30-3.2 37.06 29.08 300 240 3.2 30 5226.00 3333.42 348.00 277.79 0.00 11.87 9.48

C200 2C260-100-25-3.2 31.30 24.56 260 200 3.2 25 3268.00 1972.96 252.00 197.30 0.00 10.22 7.94

NOTA AL AGREGAR CUALQUIER C DESPUES DEL CODIGO

C147, PARA HACERLA DOBLE BASTA CON COPIAR Y PEGAR LA FILA 143

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PERFILES ESTRUCTURALES C CONFORMADOS IDEM S.A.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

C301 U-140-55-1,6 3.92 3.06 140 55 1.6 1.6 116.80 11.34 16.69 2.69 1.28 5.46 1.70

C302 U-140-55-2.0 4.87 3.80 140 55 2.0 2.0 144.20 14.01 20.60 3.33 1.30 5.44 1.70

C303 U-140-55-2.75 6.63 5.17 140 55 2.8 2.8 193.50 18.84 27.64 4.52 1.33 5.40 1.69

C304 U-140-55-3.2 7.66 5.97 140 55 3.2 3.2 221.90 21.63 31.70 5.21 1.35 5.38 1.68

C305 U-140-55-4.76 11.16 9.02 140 55 4.8 4.8 313.50 30.70 44.79 7.53 1.42 5.30 1.66

C306 U-135-32-1.6 3.10 2.42 135 32 1.6 1.6 74.60 2.46 11.05 0.94 0.58 4.91 0.89

C307 U-135-32-2.0 3.85 3.00 135 32 2.0 2.0 91.70 3.02 13.60 1.16 0.60 4.88 0.89

C308 U-120-50-4,8 9.71 7.57 120 50 4.8 4.8 200.79 22.18 33.46 6.08 1.35 4.55 1.51

C309 U-140-60-4,8 11.61 9.29 140 60 4.8 4.8 334.52 39.08 47.79 8.88 1.60 5.37 1.83

C310 U-160-80-4,8 14.46 11.93 160 80 4.8 4.8 574.42 91.33 71.80 15.80 2.22 6.30 2.51

C311 U-180-80-4,8 15.56 12.21 180 80 4.8 4.8 763.86 95.95 84.87 16.26 2.10 7.01 2.48

C312 U-200-80-4,8 15.76 12.38 200 80 4.8 4.8 905.01 71.67 90.50 11.40 1.71 7.58 2.13

C313 U-160-60-4,8 12.68 9.95 160 60 4.8 4.8 464.49 41.26 58.06 27.51 1.50 6.05 1.80

C314 2U-160-60-4,8 25.37 19.92 160 60 4.8 4.8 928.98 596.84 116.12 99.47 6.05 4.85

C315 2U-160-80-4,8 29.21 22.93 160 80 4.8 4.8 1160.30 1160.30 145.04 145.04 6.30 6.30

C316 2U-200-80-4,8 33.05 25.94 200 80 4.8 4.8 1957.39 1391.60 195.74 173.95 7.70 6.49

PERFILES W BRASILEROS

ESPESOR MOM. INERCIA MOD. RESIST. RADIOS RADIOS GIROCOD PERFIL ÁREA PESO ALTURA ALA EXC.

h b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

WB101 W 150 x 13,0 16.60 13.00 148 100 4.3 4.9 635 82 85.80 16.40 6.18 2.22WB102 W 150 x 18,0 23.40 18.00 153 102 5.8 7.1 939 126 122.80 24.70 6.34 2.32WB103 W 150 x 22,5 (H) 29.00 22.50 152 152 5.8 6.6 1229 387 161.70 50.90 6.51 3.65WB104 W 150 x 24,0 31.50 24.00 160 102 6.6 10.3 1384 183 173.00 35.90 6.63 2.41WB105 W 150 x 29,8 (H) 38.50 29.80 157 153 6.6 9.3 1739 556 221.50 72.60 6.72 3.80WB106 W 150 x 37,1 (H) 47.80 37.10 162 154 8.1 11.6 2244 707 277.00 91.80 6.85 3.84WB107 W 200 x 15,0 19.40 15.00 200 100 4.3 5.2 1305 87 130.50 17.40 8.20 2.12WB108 W 200 x 19,3 25.10 19.30 203 102 5.8 6.5 1686 116 166.10 22.70 8.19 2.14WB109 W 200 x 22,5 29.00 22.50 206 102 6.2 8.0 2029 142 197.00 27.90 8.37 2.22WB110 W 200 x 26,6 34.20 26.60 207 133 5.8 8.4 2611 330 252.30 49.60 8.73 3.10WB111 W 200 x 31,3 40.30 31.30 210 134 6.4 10.2 3168 410 301.70 61.20 8.86 3.19WB112 W 200 x 35,9 (H) 45.70 35.90 201 165 6.2 10.2 3437 764 342.00 92.60 8.67 4.09WB113 W 200 x 41,7 (H) 53.50 41.70 205 166 7.2 11.8 4114 901 401.40 108.50 8.77 4.10WB114 W 200 x 46,1 (H) 58.60 46.10 203 203 7.2 11.0 4543 1535 447.60 151.20 8.81 5.12WB115 W 200 x 52,0 (H) 66.90 52.00 206 204 7.9 12.6 5298 1784 514.40 174.90 8.90 5.16WB116 HP 200 x 53,0 (H) 68.10 53.00 204 207 11.3 11.3 4977 1673 488.00 161.70 8.55 4.96WB117 W 200 x 59,0 (H) 76.00 59.00 210 205 9.1 14.2 614 2041 584.80 199.10 8.99 5.18WB118 W 200 x 71,0 (H) 91.00 71.00 216 206 10.2 17.4 766 2537 709.20 246.30 9.17 5.28WB119 W 200 x 86,0 (H) 110.90 86.00 222 209 13.0 20.6 9498 3139 855.70 300.40 9.26 5.32

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WB120 W 250 x 17,9 23.10 17.90 251 101 4.8 5.3 2291 91 182.60 18.10 9.96 1.99WB121 W 250 x 22,3 28.90 22.30 254 102 5.8 6.9 2939 123 231.40 24.10 10.09 2.06WB122 W 250 x 25,3 32.60 25.30 257 102 6.1 8.4 3473 149 270.20 29.30 10.31 2.14WB123 W 250 x 28,4 36.60 28.40 260 102 6.4 10.0 4046 178 311.20 34.80 10.51 2.20WB124 W 250 x 32,7 42.10 32.70 258 146 6.1 9.1 4937 473 382.70 64.80 10.83 3.35WB125 W 250 x 38,5 49.60 38.50 262 147 6.6 11.2 6057 594 462.40 80.80 11.05 3.46WB126 W 250 x 44,8 57.60 44.80 266 148 7.6 13.0 7158 704 538.20 95.10 11.15 3.50WB127 HP 250 x 62,0 (H) 79.60 62.00 246 256 10.5 10.7 8728 2995 709.60 234.00 10.47 6.13WB128 W 250 x 73,0 (H) 92.70 73.00 253 254 8.6 14.2 11257 388 889.90 305.50 11.02 6.47WB129 W 250 x 80,0 (H) 101.90 80.00 256 255 9.4 15.6 1255 4313 980.50 338.30 11.10 6.51WB130 HP 250 x 85,0 (H) 108.50 85.00 254 260 14.4 14.4 12280 4225 966.90 325.00 10.64 6.24WB131 W 250 x 89,0 (H) 113.90 89.00 260 256 10.7 17.3 14237 4841 1095.00 378.20 11.18 6.52WB132 W 250 x 101,0 (H) 128.70 101.00 264 257 11.9 19.6 16352 5549 1238.00 431.80 11.27 6.57WB133 W 250 x 115,0 (H) 146.10 115.00 269 259 13.5 22.1 18920 6405 1406.00 494.60 11.38 6.62WB134 W 310 x 21,0 27.20 21.00 303 101 5.1 5.7 3776 98 249.20 19.50 11.77 1.90WB135 W 310 x 23,8 30.70 23.80 305 101 5.6 6.7 4346 116 285.00 22.90 11.89 1.94WB136 W 310 x 28,3 36.50 28.30 309 102 6.0 8.9 5500 158 356.00 31.00 12.28 2.08WB137 W 310 x 32,7 42.10 32.70 313 102 6.6 10.8 6570 192 419.80 37.60 12.49 2.13WB138 W 310 x 38,7 49.70 38.70 310 165 5.8 9.7 8581 727 553.60 88.10 13.14 3.82WB139 W 310 x 44,5 57.20 44.50 313 166 6.6 11.2 9997 855 638.80 103.00 13.22 3.87WB140 W 310 x 52,0 67.00 52.00 317 167 7.6 13.2 11909 1026 751.40 122.90 13.33 3.91WB141 HP 310 x 79,0 (H) 100.00 79.00 299 306 11.0 11.0 16316 5258 1091.00 343.70 12.77 7.25WB142 HP 310 x 93,0 (H) 119.20 93.00 303 308 13.1 13.1 19682 6387 1299.00 414.70 12.85 7.32WB143 W 310 x 97,0 (H) 123.60 97.00 308 305 9.9 15.4 22284 7286 1447.00 477.80 13.43 7.68WB144 W 310 x 107,0 (H) 136.40 107.00 311 306 10.9 17.0 24839 8123 1597.00 530.90 13.49 7.72WB145 HP 310 x 110,0 (H) 141.00 110.00 308 310 15.4 15.5 23703 7707 1539.00 497.30 12.97 7.39WB146 W 310 x 117,0 (H) 149.90 117.00 314 307 11.9 18.7 27563 9024 1755.00 587.90 13.56 7.76WB147 HP 310 x 125,0 (H) 159.00 125.00 312 312 17.4 17.4 27076 8823 1736.00 565.60 13.05 7.45WB148 W 360 x 32,9 42.10 32.90 349 127 5.8 8.5 8358 291 479.00 45.90 14.09 2.63WB149 W 360 x 39,0 50.20 39.00 353 128 6.5 10.7 10331 375 585.30 58.60 14.35 2.73WB150 W 360 x 44,0 57.70 44.00 352 171 6.9 9.8 12258 818 696.50 95.70 14.58 3.77WB151 W 360 x 51,0 64.80 51.00 355 171 7.2 11.6 14222 968 801.20 113.30 14.81 3.87WB152 W 360 x 57,8 72.50 57.80 358 172 7.9 13.1 16143 1113 901.80 129.40 14.92 3.92WB153 W 360 x 64,0 81.70 64.00 347 203 7.7 13.5 17890 1885 1031.0 185.70 14.80 4.80WB154 W 360 x 72,0 91.30 72.00 350 204 8.6 15.1 20169 2140 1152.00 209.80 14.86 4.84WB155 W 360 x 79,0 101.20 79.00 354 205 9.4 16.8 22713 2416 1283.00 235.70 14.98 4.89WB156 W 360 x 91,0 (H) 115.90 91.00 353 254 9.5 16.4 26755 4483 1515.00 353.00 15.19 6.22WB157 W 360 x 101,0 (H) 129.50 101.00 357 255 10.5 18.3 30279 5063 1696.00 397.10 15.29 6.25WB158 W 360 x 110,0 (H) 140.60 110.00 360 256 11.4 19.9 33155 5570 1842.00 435.20 15.36 6.29WB159 W 360 x 122,0 (H) 155.30 122.00 363 257 13.0 21.7 36599 6147 2016.00 478.40 15.35 6.29WB160 W 410 x 38,8 50.30 38.80 399 140 6.4 8.8 12777 404 640.50 57.70 15.94 2.83WB161 W 410 x 46,1 59.20 46.10 403 140 7.0 11.2 15690 514 778.70 73.40 16.27 2.95WB162 W 410 x 53,0 68.40 53.00 403 177 7.5 10.9 18734 1009 929.70 114.00 16.55 3.84WB163 W 410 x 60,0 76.20 60.00 407 178 7.7 12.8 21707 1205 1066.00 135.40 16.88 3.98WB164 W 410 x 67,0 86.30 67.00 410 179 8.8 14.4 24678 1379 1203.00 154.10 16.91 4.00WB165 W 410 x 75,0 95.80 75.00 413 180 9.7 16.0 27616 1559 1337.00 173.20 16.98 4.03WB166 W 410 x 85,0 108.60 85.00 417 181 10.9 18.2 31658 1804 1518.00 199.30 17.07 4.08WB167 W 460 x 52,0 66.60 52.00 450 152 7.6 10.8 21370 634 949.80 83.50 17.91 3.09WB168 W 460 x 60,0 76.20 60.00 455 153 8.0 13.3 25652 796 1127.00 104.10 18.35 3.23WB169 W 460 x 68,0 87.60 68.00 459 154 9.1 15.4 29851 941 1300.00 122.20 18.46 3.28WB170 W 460 x 74,0 94.90 74.00 457 190 9.0 14.5 33415 1661 1462.00 174.80 18.77 4.18WB171 W 460 x 82,0 104.70 82.00 460 191 9.9 16.0 37157 1862 1615.00 195.00 18.84 4.22WB172 W 460 x 89,0 114.10 89.00 463 192 10.5 17.7 41105 2093 1775.00 218.00 18.98 4.28WB173 W 460 x 97,0 123.40 97.00 466 193 11.4 19.0 44658 2283 1916.00 236.60 19.03 4.30WB174 W 460 x 106,0 135.10 106.00 469 194 12.6 20.6 48978 2515 2088.00 259.30 19.04 4.32WB175 W 530 x 66,0 83.60 66.00 525 165 8.9 11.4 34971 857 1332.00 103.90 20.46 3.20

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WB176 W 530 x 72,0 91.60 72.00 524 207 9.0 10.9 39969 1615 1525.00 156.00 20.89 4.20WB177 W 530 x 74,0 95.10 74.00 529 166 9.7 13.6 40969 1041 1548.00 125.50 20.76 3.31WB178 W 530 x 82,0 104.50 82.00 528 209 9.5 13.3 47569 2028 1801.00 194.10 21.34 4.41WB179 W 530 x 85,0 107.70 85.00 535 166 10.3 16.5 48453 1263 1811.00 152.20 21.21 3.42WB180 W 530 x 92,0 117.60 92.00 533 209 10.2 15.6 55157 2379 2069.00 227.60 21.65 4.50WB181 W 530 x 101,0 130.00 101.00 537 210 10.9 17.4 62198 2693 2316.00 256.50 21.87 4.55WB182 W 530 x 109,0 139.70 109.00 539 211 11.6 18.8 67226 2952 2494.00 279.80 21.94 4.60WB183 W 610 x 101,0 130.30 101.00 603 228 10.5 14.9 77003 2951 2554.00 258.80 24.31 4.76WB184 W 610 x 113,0 145.30 113.00 608 228 11.2 17.3 88196 3426 2901.00 300.50 24.64 4.86WB185 W 610 x 125,0 160.10 125.00 612 229 11.9 19.6 99184 3933 3241.00 343.50 24.89 4.96WB186 W 610 x 140,0 179.30 140.00 617 230 13.1 22.2 112619 4515 3650.00 392.60 25.06 5.02WB187 W 610 x 155,0 198.10 155.00 611 324 12.7 19.0 129583 10783 4241.00 665.60 25.58 7.38WB188 W 610 x 174,0 222.80 174.00 616 325 14.0 21.6 147754 12374 4797.00 761.50 25.75 7.45

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CAJON PERFILES ESTRUCTURALES C CONFORMADOS IDEM S.A.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

UI201 2C-140-55-1,6 7.84 6.12 140 110 1.6 1.6 233.60 162.30 33.37 29.51 0.00 5.46 4.55

UI202 2C-140-55-2.0 9.74 7.60 140 110 2.0 2.0 288.40 199.83 41.20 36.33 0.00 5.44 4.53

UI203 2C-140-55-2.75 13.26 10.34 140 110 2.8 2.8 387.00 268.26 55.29 48.77 0.00 5.40 4.50

UI204 2C-140-55-3.2 15.32 11.95 140 110 3.2 3.2 443.80 307.11 63.40 55.84 0.00 5.38 4.48

UI205 2C-140-55-4.76 22.32 17.41 140 110 4.8 4.8 627.00 432.95 89.57 78.72 0.00 5.30 4.40

UI206 2C-135-32-1.6 6.20 4.84 135 64 1.6 1.6 149.20 47.48 22.10 14.84 0.00 4.91 2.77

UI207 2C-135-32-2.0 7.70 6.01 135 64 2.0 2.0 183.40 58.09 27.17 18.15 0.00 4.88 2.75

UI208 2C-140-40-15-2,0 19.42 15.15 140 100 2.0 2.0 401.58 303.08 57.37 60.62 0.00 4.55 3.95

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COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U101 U-40-20-2,5 1.70 1.40 40 20 2.5 2.5 4.00 0.60 2.00 0.40 0.70 1.50 0.60

U102 U-40-20-3,2 2.20 1.80 40 20 3.2 3.2 4.90 0.80 2.40 0.60 0.70 1.50 0.60

U103 U-50-25-2,5 2.20 1.80 50 25 2.5 2.5 8.20 1.30 3.30 0.80 0.80 1.90 0.70

U104 U-50-25-3,2 2.90 2.30 50 25 3.2 3.2 10.00 1.70 4.00 1.00 0.80 1.90 0.70

U105 U-60-30-2,0 2.27 1.78 60 30 2.0 2.0 12.56 2.00 4.19 0.92 0.74 2.35 0.94

U106 U-60-30-2,5 2.79 2.19 60 30 2.5 2.5 15.15 2.42 5.05 1.13 0.74 2.33 0.93

U107 U-60-30-3,2 3.50 2.75 60 30 3.2 3.2 18.43 2.97 6.14 1.41 0.74 2.29 0.92

U108 U-60-30-4,8 5.00 3.92 60 30 4.8 4.8 24.46 4.01 8.15 1.98 0.74 2.21 0.90

U109 U-80-35-1,6 2.30 1.80 80 35 1.6 1.6 23.24 2.77 5.81 1.06 0.89 3.18 1.10

U110 U-80-35-2,0 2.84 2.23 80 35 2.0 2.0 28.60 3.39 7.15 1.31 0.91 3.17 1.09

U111 U-80-35-2.5 3.50 2.75 80 35 2.5 2.5 35.08 4.16 8.77 1.62 0.93 3.17 1.09

U112 U-80-35-3.2 4.39 3.45 80 35 3.2 3.2 43.68 5.16 10.92 2.03 0.96 3.15 1.08

U113 U-80-40-1,6 2.46 1.93 80 40 1.6 1.6 25.72 4.01 6.43 1.37 1.07 3.23 1.28

U114 U-80-40-2,0 3.04 2.39 80 40 2.0 2.0 31.64 4.92 7.91 1.69 1.09 3.23 1.27

U115 U-80-40-2,5 3.70 2.90 80 40 2.5 2.5 37.00 6.00 9.00 2.10 1.20 3.10 1.30

U116 U-80-40-3,2 4.80 3.80 80 40 3.2 3.2 45.90 7.40 11.40 2.60 1.10 3.10 1.30

U117 U-80-40-4,8 7.00 5.50 80 40 4.8 4.8 62.10 10.40 15.50 4.00 1.40 3.00 1.20

U118 U-100-40-1.6 2.78 2.18 100 40 1.6 1.6 43.10 4.26 8.62 1.41 0.98 3.94 1.24

U119 U-100-40-2,0 3.44 2.70 100 40 2.0 2.0 53.15 5.25 10.63 1.74 0.98 3.93 1.24

U120 U-100-40-2,5 4.25 3.34 100 40 2.5 2.5 65.40 6.45 13.08 2.15 1.00 3.92 1.23

U121 U-100-40-3.2 5.35 4.20 100 40 3.2 3.2 81.85 8.05 16.37 2.71 1.03 3.91 1.23

U122 U-100-50-1.6 3.10 2.43 100 50 1.6 1.6 50.85 7.91 10.17 2.15 1.32 4.05 1.60

U123 U-100-50-2,0 3.84 3.01 100 50 2.0 2.0 62.75 9.77 12.55 2.67 1.34 4.04 1.60

U124 U-100-50-2,5 4.59 3.60 100 50 2.5 2.5 70.32 9.22 14.06 2.43 1.21 3.91 1.42

U125 U-100-50-3,2 6.10 4.80 100 50 3.2 3.2 92.60 14.80 18.60 4.20 1.50 3.90 1.60

U126 U-100-50-4,8 8.90 7.00 100 50 4.8 4.8 128.00 21.30 25.60 6.20 1.60 3.80 1.60

U127 U-120-45-1,6 3.26 2.56 120 45 1.6 1.6 71.70 6.23 11.95 1.80 1.04 4.69 1.38

U128 U-120-45-2.0 4.04 3.17 120 45 2.0 2.0 88.68 7.69 14.78 2.23 1.05 4.69 1.38

U129 U-120-45-2.5 5.00 3.93 120 45 2.5 2.5 109.38 9.44 18.23 2.76 1.08 4.68 1.37

U130 U-120-45-3.2 6.31 4.95 120 45 3.2 3.2 137.34 11.83 22.89 3.49 1.11 4.67 1.37

U131 U-120-50-2,5 5.09 3.99 120 50 2.5 2.5 107.92 9.75 17.98 2.50 1.10 4.61 1.38

U132 U-120-50-3,2 6.70 5.30 120 50 3.2 3.2 142.90 16.70 23.80 4.10 0.90 4.60 1.60

U133 U-120-50-4,8 9.90 7.80 120 50 4.8 4.8 202.20 24.10 33.70 5.90 1.00 4.50 1.60

U134 U-120-60-3,2 7.40 5.80 120 60 3.2 3.2 164.30 26.50 27.40 6.40 1.90 4.80 1.90

U135 U-120-60-4,8 10.80 8.50 120 60 4.8 4.8 234.60 37.50 39.10 9.00 1.90 4.80 1.90

U136 U-140-45-1,6 3.58 2.81 140 45 1.6 1.6 103.11 6.50 14.73 1.83 0.95 5.37 1.35

U137 U-140-45-2.0 4.44 3.49 140 45 2.0 2.0 127.61 8.01 18.23 2.27 0.97 5.36 1.34

U138 U-140-45-2.5 5.50 4.32 140 45 2.5 2.5 157.64 9.86 22.52 2.81 0.99 5.35 1.34

U139 U-140-50-3,2 7.01 5.50 140 50 3.2 3.2 190.92 11.65 27.25 2.92 1.00 5.22 1.29

U140 U-140-50-4,8 10.00 7.85 140 50 4.8 4.8 258.24 12.97 36.95 3.23 0.98 5.08 1.14

U141 U-140-70-3,2 8.70 6.80 140 70 3.2 3.2 253.50 42.20 36.20 8.40 2.00 5.50 2.20

U142 U-140-70-4,8 12.70 10.00 140 70 4.8 4.8 375.10 60.70 53.50 12.40 2.10 5.50 2.20

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COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U143 U-160-50-1.6 4.06 3.19 160 50 1.6 1.6 151.76 9.05 18.97 2.28 1.03 6.11 1.49

U144 U-160-50-2.0 5.04 3.96 160 50 2.0 2.0 188.08 11.18 23.51 2.83 1.05 6.11 1.49

U145 U-160-50-2.5 6.25 4.91 160 50 2.5 2.5 232.64 13.76 29.08 3.50 1.07 6.10 1.48

U146 U-160-50-3.2 7.91 6.21 160 50 3.2 3.2 293.36 17.24 36.67 4.42 1.10 6.09 1.48

U147 U-160-60-3,2 8.29 6.50 160 60 3.2 3.2 303.35 21.66 37.90 4.56 1.25 6.05 1.62

U148 U-160-60-4,8 11.92 9.36 160 60 4.8 4.8 417.61 25.88 52.20 5.42 1.22 5.92 1.47

U149 U-160-80-3,2 9.57 7.51 160 80 3.2 3.2 382.03 52.18 47.80 8.62 1.94 6.32 2.34

U150 U-160-80-4,8 13.84 10.87 160 80 4.8 4.8 533.23 66.95 66.60 11.00 1.91 6.21 2.20

U151 U-180-60-1.6 4.79 3.69 180 60 1.6 1.6 226.44 19.41 25.16 4.07 1.23 6.88 2.01

U152 U-180-60-2.0 5.84 4.58 180 60 2.0 2.0 280.98 23.74 31.22 5.04 1.29 6.94 2.02

U153 U-180-60-2.5 7.25 5.69 180 60 2.5 2.5 347.94 29.97 38.66 6.39 1.31 6.93 2.03

U154 U-180-60-3,2 8.93 7.01 180 60 3.2 3.2 402.44 22.36 44.70 4.63 1.17 6.71 1.58

U155 U-180-60-4,8 12.88 10.11 180 60 4.8 4.8 556.97 26.74 61.90 5.51 1.15 6.57 1.44

U156 U-180-80-3,2 10.21 8.01 180 80 3.2 3.2 502.45 54.09 55.80 8.77 1.83 7.02 2.30

U157 U-180-80-4,8 14.80 11.61 180 80 4.8 4.8 704.31 69.46 78.20 11.21 1.81 6.90 2.17

U158 U-200-60-1.6 5.02 3.94 200 60 1.6 1.6 290.60 15.92 29.06 3.31 1.19 7.61 1.78

U159 U-200-60-2.0 6.24 4.90 200 60 2.0 2.0 360.70 19.69 36.07 4.11 1.21 7.60 1.78

U160 U-200-60-2.5 7.75 6.08 200 60 2.5 2.5 447.00 24.33 44.70 5.10 1.23 7.59 1.77

U161 U-200-60-3,2 9.83 7.72 200 60 3.2 3.2 565.30 30.62 56.53 6.46 1.26 7.58 1.76

U162 U-200-60-4,8 13.84 10.87 200 60 4.8 4.8 722.11 27.47 72.21 5.59 1.09 7.22 1.41

U163 U-200-80-3,2 10.85 8.51 200 80 3.2 3.2 643.29 55.78 64.33 8.90 1.73 7.70 2.27

U164 U-200-80-4,8 15.76 12.38 200 80 4.8 4.8 905.01 71.67 90.50 11.40 1.71 7.58 2.13

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CAJON PERFILES ESTRUCTURALES U CONFORMADOS

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U201 2U-40-20-2,5 3.40 2.80 40 40 2.5 2.5 8.00 6.95 4.00 3.47 0.00 1.53 1.43

U202 2U-40-20-3,2 4.40 3.60 40 40 2.5 2.5 9.80 9.04 4.90 4.52 0.00 1.49 1.43

U203 2U-50-25-2,5 4.40 3.60 40 50 2.5 2.5 16.40 15.32 8.20 6.13 0.00 1.93 1.87

U204 2U-50-25-3,2 5.80 4.60 40 50 2.5 2.5 20.00 20.16 10.00 8.06 0.00 1.86 1.86

U205 2U-60-30-2,0 4.54 3.56 40 60 2.5 2.5 25.12 27.19 12.56 9.06 0.00 2.35 2.45

U206 2U-60-30-2,5 5.58 4.38 40 60 2.5 2.5 30.30 33.34 15.15 11.11 0.00 2.33 2.44

U207 2U-60-30-3,2 7.00 5.50 40 60 2.5 2.5 36.86 41.69 18.43 13.90 0.00 2.29 2.44

U208 2U-60-30-4,8 10.00 7.84 40 60 2.5 2.5 48.92 59.10 24.46 19.70 0.00 2.21 2.43

U209 2U-80-35-1,6 4.60 3.60 40 70 2.5 2.5 46.48 36.87 23.24 10.53 0.00 3.18 2.83

U210 2U-80-35-2,0 5.68 4.46 40 70 2.5 2.5 57.20 44.89 28.60 12.83 0.00 3.17 2.81

U211 2U-80-35-2.5 7.00 5.50 40 70 2.5 2.5 70.16 54.56 35.08 15.59 0.00 3.17 2.79

U212 2U-80-35-3.2 8.78 6.90 40 70 2.5 2.5 87.36 66.96 43.68 19.13 0.00 3.15 2.76

U213 2U-80-40-1,6 4.92 3.86 40 80 2.5 2.5 51.44 50.27 25.72 12.57 0.00 3.23 3.20

U214 2U-80-40-2,0 6.08 4.78 40 80 2.5 2.5 63.28 61.32 31.64 15.33 0.00 3.23 3.18

U215 2U-80-40-2,5 7.40 5.80 40 80 2.5 2.5 74.00 70.02 37.00 17.50 0.00 3.16 3.08

U216 2U-80-40-3,2 9.60 7.60 40 80 2.5 2.5 91.80 95.54 45.90 23.88 0.00 3.09 3.15

U217 2U-80-40-4,8 14.00 11.00 40 80 2.5 2.5 124.20 115.44 62.10 28.86 0.00 2.98 2.87

U218 2U-100-40-1.6 5.56 4.36 40 80 2.5 2.5 86.20 59.23 43.10 14.81 0.00 3.94 3.26

U219 2U-100-40-2,0 6.88 5.40 40 80 2.5 2.5 106.30 73.26 53.15 18.31 0.00 3.93 3.26

U220 2U-100-40-2,5 8.50 6.68 40 80 2.5 2.5 130.80 89.40 65.40 22.35 0.00 3.92 3.24

U221 2U-100-40-3.2 10.70 8.40 40 80 2.5 2.5 163.70 110.48 81.85 27.62 0.00 3.91 3.21

U222 2U-100-50-1.6 6.20 4.86 40 100 2.5 2.5 101.70 99.79 50.85 19.96 0.00 4.05 4.01

U223 2U-100-50-2,0 7.68 6.02 40 100 2.5 2.5 125.50 122.42 62.75 24.48 0.00 4.04 3.99

U224 2U-100-50-2,5 9.18 7.20 40 100 2.5 2.5 140.64 150.30 70.32 30.06 0.00 3.91 4.05

U225 2U-100-50-3,2 12.20 9.60 40 100 2.5 2.5 185.20 179.05 92.60 35.81 0.00 3.90 3.83

U226 2U-100-50-4,8 17.80 14.00 40 100 2.5 2.5 256.00 248.37 128.00 49.67 0.00 3.79 3.74

U227 2U-120-45-1,6 6.52 5.12 40 90 2.5 2.5 143.40 90.51 71.70 20.11 0.00 4.69 3.73

U228 2U-120-45-2.0 8.08 6.34 40 90 2.5 2.5 177.36 111.56 88.68 24.79 0.00 4.69 3.72

U229 2U-120-45-2.5 10.00 7.86 40 90 2.5 2.5 218.76 135.84 109.38 30.19 0.00 4.68 3.69

U230 2U-120-45-3.2 12.62 9.90 40 90 2.5 2.5 274.68 168.69 137.34 37.49 0.00 4.67 3.66

U231 2U-120-50-2,5 10.18 7.98 40 100 2.5 2.5 215.84 174.34 107.92 34.87 0.00 4.60 4.14

U232 2U-120-50-3,2 13.40 10.60 40 100 2.5 2.5 285.80 258.65 142.90 51.73 0.00 4.62 4.39

U233 2U-120-50-4,8 19.80 15.60 40 100 2.5 2.5 404.40 365.00 202.20 73.00 0.00 4.52 4.29

U234 2U-120-60-3,2 14.80 11.60 40 120 2.5 2.5 328.60 301.79 164.30 50.30 0.00 4.71 4.52

U235 2U-120-60-4,8 21.60 17.00 40 120 2.5 2.5 469.20 438.10 234.60 73.02 0.00 4.66 4.50

U236 2U-140-45-1,6 7.16 5.62 40 90 2.5 2.5 206.22 103.23 103.11 22.94 0.00 5.37 3.80

U237 2U-140-45-2.0 8.88 6.98 40 90 2.5 2.5 255.22 126.68 127.61 28.15 0.00 5.36 3.78

U238 2U-140-45-2.5 11.00 8.64 40 90 2.5 2.5 315.28 155.25 157.64 34.50 0.00 5.35 3.76

U239 2U-140-50-3,2 14.02 11.00 40 100 2.5 2.5 381.84 247.62 190.92 49.52 0.00 5.22 4.20

U240 2U-140-50-4,8 20.00 15.70 40 100 2.5 2.5 516.48 349.15 258.24 69.83 0.00 5.08 4.18

U241 2U-140-70-3,2 17.40 13.60 40 140 2.5 2.5 507.00 519.40 253.50 74.20 0.00 5.40 5.46

U242 2U-140-70-4,8 25.40 20.00 40 140 2.5 2.5 750.20 731.25 375.10 104.46 0.00 5.43 5.37

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CAJON PERFILES ESTRUCTURALES U CONFORMADOS

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U243 2U-160-50-1.6 8.12 6.38 40 100 2.5 2.5 303.52 146.08 151.76 29.22 0.00 6.11 4.24

U244 2U-160-50-2.0 10.08 7.92 40 100 2.5 2.5 376.16 179.63 188.08 35.93 0.00 6.11 4.22

U245 2U-160-50-2.5 12.50 9.82 40 100 2.5 2.5 465.28 220.57 232.64 44.11 0.00 6.10 4.20

U246 2U-160-50-3.2 15.82 12.42 40 100 2.5 2.5 586.72 275.10 293.36 55.02 0.00 6.09 4.17

U247 2U-160-60-3,2 16.58 13.00 40 120 2.5 2.5 606.70 417.41 303.35 69.57 0.00 6.05 5.02

U248 2U-160-60-4,8 23.84 18.72 40 120 2.5 2.5 835.22 596.47 417.61 99.41 0.00 5.92 5.00

U249 2U-160-80-3,2 19.14 15.02 40 160 2.5 2.5 764.06 807.25 382.03 100.91 0.00 6.32 6.49

U250 2U-160-80-4,8 27.68 21.74 40 160 2.5 2.5 1066.46 1160.50 533.23 145.06 0.00 6.21 6.47

U251 2U-180-60-1.6 9.58 7.38 40 120 2.5 2.5 452.88 256.80 226.44 42.80 0.00 6.88 5.18

U252 2U-180-60-2.0 11.68 9.16 40 120 2.5 2.5 561.96 306.59 280.98 51.10 0.00 6.94 5.12

U253 2U-180-60-2.5 14.50 11.38 40 120 2.5 2.5 695.88 378.88 347.94 63.15 0.00 6.93 5.11

U254 2U-180-60-3,2 17.86 14.02 40 120 2.5 2.5 804.88 461.37 402.44 76.90 0.00 6.71 5.08

U255 2U-180-60-4,8 25.76 20.22 40 120 2.5 2.5 1113.94 659.42 556.97 109.90 0.00 6.58 5.06

U256 2U-180-80-3,2 20.42 16.02 40 160 2.5 2.5 1004.90 885.55 502.45 110.69 0.00 7.02 6.59

U257 2U-180-80-4,8 29.60 23.22 40 160 2.5 2.5 1408.62 1273.08 704.31 159.13 0.00 6.90 6.56

U258 2U-200-60-1.6 10.04 7.88 40 120 2.5 2.5 581.20 264.13 290.60 44.02 0.00 7.61 5.13

U259 2U-200-60-2.0 12.48 9.80 40 120 2.5 2.5 721.40 325.72 360.70 54.29 0.00 7.60 5.11

U260 2U-200-60-2.5 15.50 12.16 40 120 2.5 2.5 894.00 401.32 447.00 66.89 0.00 7.59 5.09

U261 2U-200-60-3,2 19.66 15.44 40 120 2.5 2.5 1130.60 502.95 565.30 83.83 0.00 7.58 5.06

U262 2U-200-60-4,8 27.68 21.74 40 120 2.5 2.5 1444.22 722.25 722.11 120.38 0.00 7.22 5.11

U263 2U-200-80-3,2 21.70 17.02 40 160 2.5 2.5 1286.58 964.65 643.29 120.58 0.00 7.70 6.67

U264 2U-200-80-4,8 31.52 24.76 40 160 2.5 2.5 1810.02 1390.40 905.01 173.80 0.00 7.58 6.64

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PERFILES U NORMALES LAMINADOS.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U401 NPU 50 7.12 5.59 50 38 5.0 7 26.40 9.12 10.60 3.75 1.37 1.93 1.13

U402 NPU 65 9.03 7.09 65 42 5.5 8 57.50 14.10 17.70 5.07 1.42 2.52 1.25

U403 NPU 80 11.00 8.64 80 45 6.0 8 106.00 19.40 26.50 6.36 1.45 3.10 1.33

U404 NPU 100 13.50 10.60 100 50 6.0 9 206.00 29.30 41.20 8.49 1.55 3.91 1.47

U405 NPU 120 17.00 13.35 120 55 7.0 9 364.00 43.20 60.70 11.10 1.60 4.63 1.59

U406 NPU 140 20.40 16.01 140 60 7.0 10 605.00 62.70 86.40 14.80 1.75 5.45 1.75

U407 NPU 160 24.00 18.84 160 65 7.5 11 925.00 85.30 116.00 18.30 1.84 6.21 1.89

U408 NPU 180 28.00 21.98 180 70 8.0 11 1354.00 114.00 150.00 22.40 1.92 6.95 2.02

U409 NPU 200 32.20 25.28 200 75 8.5 12 1911.00 148.00 191.00 27.00 2.01 7.70 2.14

U410 NPU 220 37.40 29.36 220 80 9.0 13 2690.00 197.00 245.00 33.60 2.14 8.48 2.30

U411 NPU 240 42.30 33.21 240 85 9.5 13 3598.00 248.00 300.00 39.60 2.23 9.22 2.42

U412 NPU 260 48.30 37.92 260 90 10.0 14 4823.00 317.00 371.00 47.70 2.36 9.99 2.56

U413 NPU 280 53.30 41.84 280 95 10.0 15 6276.00 399.00 448.00 57.20 2.53 10.85 2.74

U414 NPU 300 58.80 46.16 300 100 10.0 16 8026.00 495.00 535.00 67.80 2.70 11.68 2.90

U415 NPU 320 75.80 59.50 320 100 14.0 18 10870.00 597.00 679.00 80.60 2.60 11.98 2.81

U416 NPU 350 77.30 60.60 350 100 14.0 16 12840.00 570.00 734.00 75.00 2.40 12.89 2.72

U417 NPU 400 91.50 71.80 400 110 14.0 18 20350.00 840.00 1020.00 102.00 2.65 14.91 3.03

CAJON U NORMALES LAMINADOS PARADO

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U421 2 NPU 50 14.24 11.18 50 76 5.0 7 52.80 102.33 21.20 26.93 0.00 1.93 2.68

U422 2 NPU 65 18.06 14.18 65 84 5.5 8 115.00 167.77 35.40 39.95 0.00 2.52 3.05

U423 2 NPU 80 22.00 17.28 80 90 6.0 8 212.00 243.46 53.00 54.10 0.00 3.10 3.33

U424 2 NPU 100 27.00 21.20 100 100 6.0 9 412.00 379.97 82.40 75.99 0.00 3.91 3.75

U425 2 NPU 120 34.00 26.70 120 110 7.0 9 728.00 603.54 121.40 109.73 0.00 4.63 4.21

U426 2 NPU 140 40.80 32.02 140 120 7.0 10 1210.00 862.35 172.80 143.73 0.00 5.45 4.60

U427 2 NPU 160 48.00 37.68 160 130 7.5 11 1850.00 1212.95 232.00 186.61 0.00 6.21 5.03

U428 2 NPU 180 56.00 43.96 180 140 8.0 11 2708.00 1673.16 300.00 239.02 0.00 6.95 5.47

U429 2 NPU 200 64.40 50.56 200 150 8.5 12 3822.00 2237.02 382.00 298.27 0.00 7.70 5.89

U430 2 NPU 220 74.80 58.72 220 160 9.0 13 5380.00 2962.60 490.00 370.33 0.00 8.48 6.29

U431 2 NPU 240 84.60 66.42 240 170 9.5 13 7196.00 3821.87 600.00 449.63 0.00 9.22 6.72

U432 2 NPU 260 96.60 75.84 260 180 10.0 14 9646.00 4893.06 742.00 543.67 0.00 9.99 7.12

U433 2 NPU 280 106.60 83.68 280 190 10.0 15 12552.00 5976.72 896.00 629.13 0.00 10.85 7.49

U434 2 NPU 300 117.60 92.32 300 200 10.0 16 16052.00 7256.90 1070.00 725.69 0.00 11.68 7.86

U435 2 NPU 320 151.60 119.00 320 200 14.0 18 21740.00 9495.62 1358.00 949.56 0.00 11.98 7.91

U436 2 NPU 350 154.60 121.20 350 200 14.0 16 25680.00 10069.70 1468.00 1006.97 0.00 12.89 8.07

U437 2 NPU 400 183.00 143.60 400 220 14.0 18 40700.00 14439.22 2040.00 1312.66 0.00 14.91 8.88

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CAJON U NORMALES LAMINADOS ACOSTADO

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U441 2 NPU 50 14.24 11.18 76 50 5.0 7 102.33 52.80 7.50 21.12 0.00 2.68 1.93

U442 2 NPU 65 18.06 14.18 84 65 5.5 8 167.77 115.00 10.14 35.38 0.00 3.05 2.52

U443 2 NPU 80 22.00 17.28 90 80 6.0 8 243.46 212.00 12.72 53.00 0.00 3.33 3.10

U444 2 NPU 100 27.00 21.20 100 100 6.0 9 379.97 412.00 16.98 82.40 0.00 3.75 3.91

U445 2 NPU 120 34.00 26.70 110 120 7.0 9 603.54 728.00 22.20 121.33 0.00 4.21 4.63

U446 2 NPU 140 40.80 32.02 120 140 7.0 10 862.35 1210.00 29.60 172.86 0.00 4.60 5.45

U447 2 NPU 160 48.00 37.68 130 160 7.5 11 1212.95 1850.00 36.60 231.25 0.00 5.03 6.21

U448 2 NPU 180 56.00 43.96 140 180 8.0 11 1673.16 2708.00 44.80 300.89 0.00 5.47 6.95

U449 2 NPU 200 64.40 50.56 150 200 8.5 12 2237.02 3822.00 54.00 382.20 0.00 5.89 7.70

U450 2 NPU 220 74.80 58.72 160 220 9.0 13 2962.60 5380.00 67.20 489.09 0.00 6.29 8.48

U451 2 NPU 240 84.60 66.42 170 240 9.5 13 3821.87 7196.00 79.20 599.67 0.00 6.72 9.22

U452 2 NPU 260 96.60 75.84 180 260 10.0 14 4893.06 9646.00 95.40 742.00 0.00 7.12 9.99

U453 2 NPU 280 106.60 83.68 190 280 10.0 15 5976.72 12552.00 114.40 896.57 0.00 7.49 10.85

U454 2 NPU 300 117.60 92.32 200 300 10.0 16 7256.90 16052.00 135.60 1070.13 0.00 7.86 11.68

U455 2 NPU 320 151.60 119.00 200 320 14.0 18 9495.62 21740.00 161.20 1358.75 0.00 7.91 11.98

U456 2 NPU 350 154.60 121.20 200 350 14.0 16 10069.70 25680.00 150.00 1467.43 0.00 8.07 12.89

U457 2 NPU 400 183.00 143.60 220 400 14.0 18 14439.22 40700.00 204.00 2035.00 0.00 8.88 14.91

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2 PERFILES U NORMALES LAMINADOS BACK TO BACK PARADOS

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U461 2 NPU 50 14.24 11.18 50 76 5.0 7 52.80 44.97 21.20 11.83 0.00 1.93 1.78

U462 2 NPU 65 18.06 14.18 65 84 5.5 8 115.00 64.62 35.40 15.38 0.00 2.52 1.89

U463 2 NPU 80 22.00 17.28 80 90 6.0 8 212.00 85.06 53.00 18.90 0.00 3.10 1.97

U464 2 NPU 100 27.00 21.20 100 100 6.0 9 412.00 123.47 82.40 24.69 0.00 3.91 2.14

U465 2 NPU 120 34.00 26.70 101 110 6.0 9 728.00 173.44 121.40 31.53 1.00 4.63 2.26

U466 2 NPU 140 40.80 32.02 102 120 6.0 9 1210.00 250.35 172.80 41.73 2.00 5.45 2.48

U467 2 NPU 160 48.00 37.68 103 130 6.0 9 1850.00 333.11 232.00 51.25 3.00 6.21 2.63

U468 2 NPU 180 56.00 43.96 104 140 6.0 9 2708.00 434.44 300.00 62.06 4.00 6.95 2.79

U469 2 NPU 200 64.40 50.56 105 150 6.0 9 3822.00 556.18 382.00 74.16 5.00 7.70 2.94

U470 2 NPU 220 74.80 58.72 106 160 6.0 9 5380.00 736.55 490.00 92.07 6.00 8.48 3.14

U471 2 NPU 240 84.60 66.42 107 170 6.0 9 7196.00 916.71 600.00 107.85 7.00 9.22 3.29

U472 2 NPU 260 96.60 75.84 108 180 6.0 9 9646.00 1172.02 742.00 130.22 8.00 9.99 3.48

U473 2 NPU 280 106.60 83.68 109 190 6.0 9 12552.00 1480.34 896.00 155.82 9.00 10.85 3.73

U474 2 NPU 300 117.60 92.32 110 200 6.0 9 16052.00 1847.30 1070.00 184.73 10.00 11.68 3.96

U475 2 NPU 320 151.60 119.00 111 200 6.0 9 21740.00 2218.82 1358.00 221.88 11.00 11.98 3.83

U476 2 NPU 350 154.60 121.20 350 200 14.0 16 25680.00 2030.50 1468.00 203.05 0.00 12.89 3.62

U477 2 NPU 400 183.00 143.60 400 220 14.0 18 40700.00 2965.12 2040.00 269.56 0.00 14.91 4.03

2 PERFILES U NORMALES LAMINADOS BACK TO BACK ACOSTADOS

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

U481 2 NPU 5 28.48 11.18 76 50 5.0 7 44.97 52.80 7.50 21.12 0.00 1.26 1.36

U482 2 NPU 6 1/2 36.12 14.18 84 65 5.5 8 64.62 115.00 10.14 35.38 0.00 1.34 1.78

U483 2 NPU 8 44.00 17.28 90 80 6.0 8 85.06 212.00 12.72 53.00 0.00 1.39 2.20

U484 2 NPU 10 54.00 21.20 100 100 6.0 9 123.47 412.00 16.98 82.40 0.00 1.51 2.76

U485 2 NPU 12 68.00 26.70 110 120 7.0 9 173.44 728.00 22.20 121.33 0.00 1.60 3.27

U486 2 NPU 14 81.60 32.02 120 140 7.0 10 250.35 1210.00 29.60 172.86 0.00 1.75 3.85

U487 2 NPU 16 96.00 37.68 130 160 7.5 11 333.11 1850.00 36.60 231.25 0.00 1.86 4.39

U488 2 NPU 18 112.00 43.96 140 180 8.0 11 434.44 2708.00 44.80 300.89 0.00 1.97 4.92

U489 2 NPU 20 128.80 50.56 150 200 8.5 12 556.18 3822.00 54.00 382.20 0.00 2.08 5.45

U490 2 NPU 22 149.60 58.72 160 220 9.0 13 736.55 5380.00 67.20 489.09 0.00 2.22 6.00

U491 2 NPU 24 169.20 66.42 170 240 9.5 13 916.71 7196.00 79.20 599.67 0.00 2.33 6.52

U492 2 NPU 26 193.20 75.84 180 260 10.0 14 1172.02 9646.00 95.40 742.00 0.00 2.46 7.07

U493 2 NPU 28 213.20 83.68 190 280 10.0 15 1480.34 12552.00 114.40 896.57 0.00 2.64 7.67

U494 2 NPU 30 235.20 92.32 200 300 10.0 16 1847.30 16052.00 135.60 1070.13 0.00 2.80 8.26

U495 2 NPU 32 303.20 119.00 200 320 14.0 18 2218.82 21740.00 161.20 1358.75 0.00 2.71 8.47

U496 2 NPU 35 309.20 121.20 200 350 14.0 16 2030.50 25680.00 150.00 1467.43 0.00 2.56 9.11

U497 2 NPU 40 366.00 143.60 220 400 14.0 18 2965.12 40700.00 204.00 2035.00 0.00 2.85 10.55

PERFILES I NORMALES LAMINADOS.

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COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17I101 NPI 80 7.57 5.94 80 42 3.9 6 77.80 6.29 19.50 3.00 0.00 3.21 0.91

I102 NPI 100 10.60 8.34 100 50 4.5 7 171.00 12.20 34.20 4.88 0.00 4.02 1.07

I103 NPI 120 14.20 11.10 120 58 5.1 8 328.00 21.50 54.70 7.41 0.00 4.81 1.23

I104 NPI 140 18.20 14.30 140 66 5.7 9 573.00 35.20 81.90 10.70 0.00 5.61 1.39

I105 NPI 160 22.80 17.90 160 74 6.3 10 935.00 54.70 117.00 14.80 0.00 6.40 1.55

I106 NPI 180 27.90 21.90 180 82 6.9 10 1450.00 81.30 161.00 19.80 0.00 7.21 1.71

I107 NPI 200 33.40 26.20 200 90 7.5 11 2140.00 117.00 214.00 26.00 0.00 8.00 1.87

I108 NPI 220 39.50 31.10 220 98 8.1 12 3060.00 162.00 278.00 33.10 0.00 8.80 2.03

I109 NPI 240 46.10 36.20 240 106 8.7 13 4250.00 221.00 354.00 41.70 0.00 9.60 2.19

I110 NPI 260 53.30 41.90 260 113 9.4 14 5740.00 288.00 442.00 51.00 0.00 10.38 2.32

I111 NPI 280 61.00 47.90 280 119 10.1 15 7590.00 364.00 542.00 61.20 0.00 11.15 2.44

I112 NPI 300 69.00 54.20 300 125 10.8 16 9800.00 451.00 653.00 72.20 0.00 11.92 2.56

I113 NPI 320 77.70 61.00 320 131 11.5 17 12510.00 555.00 782.00 84.70 0.00 12.69 2.67

I114 NPI 340 86.70 68.00 340 137 12.2 18 15700.00 674.00 923.00 98.40 0.00 13.46 2.79

I115 NPI 360 97.00 76.10 360 143 13.0 20 19610.00 818.00 1090.00 114.00 0.00 14.22 2.90

I116 NPI 380 107.00 84.00 380 149 13.7 21 24010.00 975.00 1260.00 131.00 0.00 14.98 3.02

I117 NPI 400 118.00 92.40 400 155 14.4 22 29210.00 1160.00 1460.00 149.00 0.00 15.73 3.14

I118 NPI 425 1332.00 104.00 425 163 15.3 23 36970.00 1440.00 1740.00 176.00 0.00 5.27 1.04

I119 NPI 450 147.00 115.00 450 170 16.2 24 45850.00 1730.00 2040.00 203.00 0.00 17.66 3.43

I120 NPI 475 163.00 128.00 475 178 17.1 26 56480.00 2090.00 2380.00 235.00 0.00 18.61 3.58

I121 NPI 500 179.00 141.00 500 185 18.0 27 68740.00 2480.00 2750.00 268.00 0.00 19.60 3.72

I130 2 NPI 80 15.14 11.88 80 42 3.9 6 155.60 79.35 39.00 18.89 0.00 3.21 2.29

I131 2 NPI 100 21.20 16.68 100 50 4.5 7 342.00 156.90 68.40 31.38 0.00 4.02 2.72

I132 2 NPI 120 28.40 22.20 120 58 5.1 8 656.00 281.84 109.40 48.59 0.00 4.81 3.15

I133 2 NPI 140 36.40 28.60 140 66 5.7 9 1146.00 466.80 163.80 70.73 0.00 5.61 3.58

I134 2 NPI 160 45.60 35.80 160 74 6.3 10 1870.00 733.66 234.00 99.14 0.00 6.40 4.01

I135 2 NPI 180 55.80 43.80 180 82 6.9 10 2900.00 1100.60 322.00 134.22 0.00 7.21 4.44

I136 2 NPI 200 66.80 52.40 200 90 7.5 11 4280.00 1586.70 428.00 176.30 0.00 8.00 4.87

I137 2 NPI 220 79.00 62.20 220 98 8.1 12 6120.00 2220.79 556.00 226.61 0.00 8.80 5.30

I138 2 NPI 240 92.20 72.40 240 106 8.7 13 8500.00 3031.90 708.00 286.03 0.00 9.60 5.73

I139 2 NPI 260 106.60 83.80 260 113 9.4 14 11480.00 3978.94 884.00 352.12 0.00 10.38 6.11

I140 2 NPI 280 122.00 95.80 280 119 10.1 15 15180.00 5047.11 1084.00 424.13 0.00 11.15 6.43

I141 2 NPI 300 138.00 108.40 300 125 10.8 16 19600.00 6292.63 1306.00 503.41 0.00 11.92 6.75

I142 2 NPI 320 155.40 122.00 320 131 11.5 17 25020.00 7777.05 1564.00 593.67 0.00 12.69 7.07

I143 2 NPI 340 173.40 136.00 340 137 12.2 18 31400.00 9484.36 1846.00 692.29 0.00 13.46 7.40

I144 2 NPI 360 194.00 152.20 360 143 13.0 20 39220.00 11553.77 2180.00 807.96 0.00 14.22 7.72

I145 2 NPI 380 214.00 168.00 380 149 13.7 21 48020.00 13827.54 2520.00 928.02 0.00 14.98 8.04

I146 2 NPI 400 236.00 184.80 400 155 14.4 22 58420.00 16494.75 2920.00 1064.18 0.00 15.73 8.36

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PERFILES IPB NORMALES LAMINADOS. ( HEB - GREY )

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey r h - 2c X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17I201 HEB 100 26.00 20.40 100 100 6.0 10 450.00 167.00 89.90 33.50 0.00 12 56 4.16 2.53

I202 HEB 120 34.00 26.70 120 120 6.5 11 864.00 318.00 144.00 52.90 0.00 12 74 5.04 3.06

I203 HEB 140 43.00 33.70 140 140 7.0 12 1510.00 550.00 216.00 78.50 0.00 12 92 5.93 3.58

I204 HEB 160 54.30 42.60 160 160 8.0 13 2490.00 889.00 311.00 111.00 0.00 15 104 6.77 4.05

I205 HEB 180 65.30 51.20 180 180 8.5 14 3830.00 1360.00 426.00 151.00 0.00 15 122 7.66 4.56

I206 HEB 200 78.10 61.30 200 200 9.0 15 5700.00 2000.00 570.00 200.00 0.00 18 134 8.54 5.06

I207 HEB 220 91.00 71.50 220 220 9.5 16 8090.00 2840.00 736.00 258.00 0.00 18 152 9.43 5.59

I208 HEB 240 106.00 83.20 240 240 10.0 18 11260.00 3920.00 938.00 327.00 0.00 21 164 10.31 6.08

I209 HEB 260 118.00 93.00 260 260 10.0 18 14920.00 5130.00 1150.00 395.00 0.00 24 177 11.24 6.59

I210 HEB 280 131.00 103.00 280 280 10.5 18 19270.00 6590.00 1380.00 471.00 0.00 24 196 12.13 7.09

I211 HEB 300 149.00 117.00 300 300 11.0 19 25170.00 8560.00 1680.00 571.00 0.00 27 208 13.00 7.58

I212 HEB 320 161.00 127.00 320 300 11.5 21 30820.00 9240.00 1930.00 616.00 0.00 27 225 13.84 7.58

I213 HEB 340 171.00 134.00 340 300 12.0 22 36660.00 9690.00 2160.00 646.00 0.00 27 243 14.64 7.53

I214 HEB 360 181.00 142.00 360 300 12.5 23 43190.00 10140.00 2400.00 676.00 0.00 27 261 15.45 7.48

I215 HEB 400 198.00 155.00 400 300 13.5 24 57680.00 10820.00 2880.00 721.00 0.00 27 298 17.07 7.39

I216 HEB 450 218.00 171.00 450 300 14.0 26 79890.00 11720.00 3550.00 781.00 0.00 27 344 19.14 7.33

I217 HEB 500 239.00 187.00 500 300 14.5 28 107200.0 12620.00 4290.00 842.00 0.00 27 390 21.18 7.27

I218 HEB 550 254.00 199.00 550 300 15.0 29 136700.0 13080.00 4970.00 872.00 0.00 27 438 23.20 7.18

I219 HEB 600 270.00 212.00 600 300 15.5 30 171000.0 13530.00 5700.00 902.00 0.00 27 486 25.17 7.08

I220 HEB 650 286.00 225.00 650 300 16.0 31 210600.0 13980.00 6480.00 932.00 0.00 27 534 27.14 6.99

I221 HEB 700 306.00 241.00 700 300 17.0 32 256900.0 14440.00 7340.00 963.00 0.00 27 582 28.97 6.87

I222 HEB 800 334.00 262.00 800 300 17.5 33 359100.0 14900.00 8980.00 994.00 0.00 30 674 32.79 6.68

I223 HEB 900 371.00 291.00 900 300 18.5 35 494100.0 15820.00 10980.00 1050.00 0.00 30 770 36.49 6.53

I224 HEB 1000 400.00 314.00 1000 300 19.0 36 644700.0 16280.00 12890.00 1090.00 0.00 30 868 40.15 6.38

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PERFILES IPE LAMINADOS.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey r h - 2c X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

I301 IPE 80 7.64 6.00 80 46 3.8 5.2 80 8.49 20.00 3.69 0.00 5 59 3.24 1.05

I302 IPE 100 10.30 8.10 100 55 4.1 5.7 171 15.90 34.20 5.79 0.00 7 74 4.07 1.24

I303 IPE 120 13.20 10.40 120 64 4.4 6.3 318 27.70 53.00 8.65 0.00 7 93 4.90 1.45

I304 IPE 140 16.40 12.90 140 73 4.7 6.9 541 44.90 77.30 12.30 0.00 7 112 5.74 1.65

I305 IPE 160 20.10 15.80 160 82 5.0 7.4 869 68.30 109.00 16.70 0.00 9 127 6.58 1.84

I306 IPE 180 23.90 18.80 180 91 5.3 8.0 1320 101.00 146.00 22.20 0.00 9 146 7.42 2.05

I307 IPE 200 28.50 22.40 200 100 5.6 8.5 1940 142.00 194.00 28.50 0.00 12 159 8.26 2.24

I308 IPE 220 33.40 26.20 220 110 5.9 9.2 2770 205.00 252.00 37.30 0.00 12 177 9.11 2.48

I309 IPE 240 39.10 30.70 240 120 6.2 9.8 3890 284.00 324.00 47.30 0.00 15 190 9.97 2.69

I310 IPE 270 45.90 36.10 270 135 6.6 10.2 5790 420.00 429.00 62.20 0.00 15 219 11.20 3.02

I311 IPE 300 53.80 42.20 300 150 7.1 10.7 8360 604.00 557.00 80.50 0.00 15 248 12.50 3.35

I312 IPE 330 62.60 49.10 330 160 7.5 11.5 11770 788.00 713.00 98.50 0.00 18 271 13.70 3.55

I313 IPE 360 72.70 57.10 360 170 8.0 12.7 16270 1040.00 904.00 123.00 0.00 18 298 15.00 3.79

I314 IPE 400 84.50 66.30 400 180 8.6 13.5 23130 1320.00 1160.00 146.00 0.00 21 331 16.50 3.95

I315 IPE 450 98.80 77.60 450 190 9.4 14.6 33740 1680.00 1500.00 176.00 0.00 21 378 18.50 4.12

I316 IPE 500 116.00 90.70 500 200 10.2 16.0 48200 2140.00 1930.00 214.00 0.00 21 426 20.40 4.31

I317 IPE 550 134.00 106.00 550 210 11.1 17.2 67120 2670.00 2440.00 254.00 0.00 24 467 22.30 4.45

I318 IPE 600 156.00 122.00 600 220 12.0 19.0 92080 3390.00 3070.00 308.00 0.00 24 514 24.30 4.66

PERFILES IPB1 NORMALES LAMINADOS.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey r h - 2c X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17I401 HEA 100 21.20 16.70 96 100 5.0 8.0 349.0 134.00 72.80 26.80 12 56 4.06 2.51

I402 HEA 120 25.30 19.90 114 120 5.0 8.0 606.0 231.00 106.00 38.50 12 74 4.89 3.02

I403 HEA 140 31.40 24.70 133 140 5.5 8.5 1030.0 389.00 155.00 55.60 12 92 5.73 3.52

I404 HEA 160 38.80 30.40 152 160 6.0 9.0 1670.0 616.00 220.00 76.90 15 104 6.56 3.98

I405 HEA 180 45.30 35.50 171 180 6.0 9.5 2510.0 925.00 294.00 103.00 15 122 7.44 4.52

I406 HEA 200 53.80 42.30 190 200 6.5 10.0 3690.0 1340.00 389.00 134.00 18 134 8.28 4.99

I407 HEA 220 64.30 50.50 210 220 7.0 11.0 5410.0 1950.00 515.00 178.00 18 152 9.17 5.51

I408 HEA 240 76.80 60.30 230 240 7.5 12.0 7760.0 2770.00 675.00 231.00 21 164 10.05 6.01

I409 HEA 260 86.80 68.20 250 260 7.5 12.5 10450.0 3670.00 836.00 282.00 24 177 10.97 6.50

I410 HEA 280 97.30 76.40 270 280 8.0 13.0 13670.0 4760.00 1010.00 340.00 24 196 11.85 6.99

I411 HEA 300 113.00 88.30 290 300 8.5 14.0 18260.0 6310.00 1260.00 421.00 27 208 12.71 7.47

I412 HEA 320 124.00 97.60 310 300 9.0 15.5 22930.0 6990.00 1480.00 466.00 27 225 13.60 7.51

I413 HEA 340 133.00 105.00 330 300 9.5 16.5 27690.0 7440.00 1680.00 496.00 27 243 14.43 7.48

I414 HEA 360 143.00 112.00 350 300 10.0 17.5 33090.0 7890.00 1890.00 526.00 27 261 15.21 7.43

I415 HEA 400 159.00 125.00 390 300 11.0 19.0 45070.0 8560.00 2310.00 571.00 27 298 16.84 7.34

I416 HEA 450 178.00 140.00 440 300 11.5 21.0 63720.0 9470.00 2900.00 631.00 27 344 18.92 7.29

I417 HEA 500 198.00 155.00 490 300 12.0 23.0 86970.0 10370.00 3550.00 691.00 27 390 20.96 7.24

I418 HEA 550 212.00 166.00 540 300 12.5 24.0 111900.0 10820.00 4150.00 721.00 27 438 22.97 7.14

I419 HEA 600 226.00 178.00 590 300 13.0 25.0 141200.0 11270.00 4750.00 751.00 27 486 25.00 7.06

I420 HEA 650 242.00 190.00 640 300 13.5 26.0 175200.0 11720.00 5470.00 782.00 27 534 26.91 6.96

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I421 HEA 700 260.00 204.00 690 300 14.5 27.0 215300.0 12180.00 6240.00 812.00 27 582 28.78 6.84

I422 HEA 800 286.00 224.00 790 300 15.0 28.0 303400.0 12640.00 7680.00 843.00 30 674 32.57 6.65

I423 HEA 900 321.00 252.00 890 300 16.0 30.0 422100.0 13550.00 9480.00 903.00 30 770 36.26 6.50

I424 HEA 1000 347.00 272.00 990 300 16.5 31.0 553800.0 14000.00 11190.00 934.00 30 868 39.95 6.35

PERFILES NORMAL ANGULO DE LADOS IGUALES.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

L101 NPL 1/2" x 1/8" 0.82 0.64 13 13 3.18 3.18 0.15 0.15 0.13 0.13 0.48 3.50 2.00 0.43 0.32

L102 NPL 3/4" x 1/8" 1.12 0.88 19 19 3.18 3.18 0.38 0.38 0.29 0.29 0.60 3.50 2.00 0.58 0.38

L103 NPL 7/8" x 1/8" 1.32 1.03 22 22 3.18 3.18 0.62 0.62 0.39 0.39 0.65 3.50 2.00 0.69 0.42

L104 NPL 1" x 1/8" 1.48 1.19 25 25 3.18 3.18 0.83 0.83 0.49 0.49 0.74 4.60 3.30 0.75 0.48

L105 NPL 1" x 3/16" 2.19 1.71 25 25 4.76 4.76 1.25 1.25 0.66 0.66 0.79 4.60 3.30 0.76 0.48

L106 NPL 1" x 1/4" 2.84 2.22 25 25 6.35 6.35 1.66 1.66 0.82 0.82 0.84 4.60 3.30 0.76 0.48

L107 NPL 1-1/4" x 1/8" 1.94 1.50 32 32 3.18 3.18 1.66 1.66 0.82 0.82 0.86 5.10 3.60 0.93 0.61

L108 NPL 1-1/4" x 3/16" 2.77 2.19 32 32 4.76 4.76 2.50 2.50 1.15 1.15 0.94 5.10 3.60 0.95 0.61

L109 NPL 1-1/4" x 1/4" 3.61 2.84 32 32 6.35 6.35 2.91 2.91 1.47 1.47 1.02 5.10 3.60 0.90 0.61

L110 NPL 1-1/2" x 1/8" 2.32 1.83 38 38 3.18 3.18 3.35 3.35 1.22 1.22 1.07 5.30 3.80 1.20 0.74

L111 NPL 1-1/2" x 3/16" 3.42 2.66 38 38 4.76 4.76 4.16 4.16 1.64 1.64 1.09 5.30 3.80 1.10 0.74

L112 NPL 1-1/2" x 1/4" 4.45 3.48 38 38 6.35 6.35 5.41 5.41 2.13 2.13 1.17 5.30 3.80 1.10 0.74

L113 NPL 1-1/2" x 5/16" 5.42 4.24 38 38 7.94 7.94 6.66 6.66 2.62 2.62 1.22 5.30 3.80 1.11 0.74

L114 NPL 1-3/4" x 3/16" 4.00 3.14 44 44 4.76 4.76 7.08 7.08 2.29 2.29 1.24 5.80 4.10 1.33 0.86

L115 NPL 1-3/4" x 1/4" 5.23 4.11 44 44 6.35 6.35 9.16 9.16 2.95 2.95 1.32 5.80 4.10 1.32 0.86

L116 NPL 1-3/4" x 5/16" 6.45 5.05 44 44 7.94 7.94 10.82 10.82 3.61 3.61 1.37 5.80 4.10 1.30 0.86

L117 NPL 2" x 3/16" 4.58 3.62 51 51 4.76 4.76 10.82 10.82 2.95 2.95 1.42 6.10 4.30 1.54 0.99

L118 NPL 2" x 1/4" 6.06 4.75 51 51 6.35 6.35 14.15 14.15 3.93 3.93 1.47 6.10 4.30 1.53 0.99

L119 NPL 2" x 5/16" 7.42 5.83 51 51 7.94 7.94 16.65 16.65 4.75 4.75 1.55 6.10 4.30 1.50 0.97

L120 NPL 2" x 3/8" 8.77 6.88 51 51 9.53 9.53 19.56 19.56 5.57 5.57 1.60 6.10 4.30 1.49 0.97

L121 NPL 2-1/4" x 3/16" 5.23 4.09 57 57 4.76 4.76 15.82 15.82 3.77 3.77 1.57 6.60 4.60 1.74 1.12

L122 NPL 2-1/4" x 1/4" 6.84 5.37 57 57 6.35 6.35 20.39 20.39 4.92 4.92 1.63 6.60 4.60 1.73 1.12

L123 NPL 2-1/4" x 5/16" 8.45 6.62 57 57 7.94 7.94 24.56 24.56 6.06 6.06 1.70 6.60 4.60 1.70 1.09

L124 NPL 2-1/4" x 3/8" 10.00 7.83 57 57 9.53 9.53 28.72 28.72 7.21 7.21 1.75 6.60 4.60 1.69 1.09

L125 NPL 2-1/2" x 3/16" 6.25 4.90 64 64 4.76 4.76 25.52 25.52 5.56 5.56 1.76 6.90 4.80 2.02 1.24

L126 NPL 2-1/2" x 1/4" 7.68 6.01 64 64 6.35 6.35 28.30 28.30 6.23 6.23 1.78 6.90 4.80 1.92 1.24

L127 NPL 2-1/2" x 5/16" 9.42 7.41 64 64 7.94 7.94 34.55 34.55 7.70 7.70 1.85 6.90 4.80 1.92 1.22

L128 NPL 2-1/2" x 3/8" 11.16 8.78 64 64 9.53 9.53 39.96 39.96 9.01 9.01 1.91 6.90 4.80 1.89 1.22

L129 NPL 2-1/2" x 7/16" 12.90 10.10 64 64 11.11 11.11 45.37 45.37 10.32 10.32 1.98 6.90 4.80 1.88 1.22

L130 NPL 2-1/2" x 1/2" 14.52 11.38 64 64 12.70 12.70 50.36 50.36 11.63 11.63 2.03 6.90 4.80 1.86 1.22

PERFILES NORMAL ANGULO DE LADOS IGUALES.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

L131 NPL 3" x 1/4" 9.29 7.92 76 76 6.4 6.4 49.95 49.95 9.01 9.01 2.12 7.60 5.30 2.32 1.50

L132 NPL 3" x 5/16" 11.48 8.99 76 76 7.9 7.9 61.18 61.18 11.14 11.14 2.16 7.60 5.30 2.31 1.47

L133 NPL 3" x 3/8" 13.61 10.67 76 76 9.5 9.5 71.59 71.59 13.27 13.27 2.24 7.60 5.30 2.29 1.47

L134 NPL 3" x 7/16" 15.68 12.32 76 76 11.1 11.1 81.58 81.58 15.24 15.24 2.29 7.60 5.30 2.28 1.47

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L135 NPL 3" x 1/2" 17.74 13.91 76 76 12.7 12.7 90.74 90.74 17.21 17.21 2.34 7.60 5.30 2.26 1.47

L136 NPL 3" x 9/16" 19.74 15.48 76 76 14.3 14.3 99.48 99.48 19.01 19.01 2.41 7.60 5.30 2.24 1.47

L137 NPL 3-1/2" x 1/4" 10.90 8.54 89 89 6.4 6.4 80.75 80.75 12.45 12.45 2.41 8.40 5.80 2.72 1.75

L138 NPL 3-1/2" x 5/16" 13.48 10.58 89 89 7.9 7.9 99.06 99.06 15.40 15.40 2.46 8.40 5.80 2.71 1.73

L139 NPL 3-1/2" x 3/8" 16.06 12.58 89 89 9.5 9.5 116.54 116.54 18.35 18.35 2.54 8.40 5.80 2.69 1.73

L140 NPL 3-1/2" x 7/16" 18.52 14.53 89 89 11.1 11.1 133.19 133.19 21.14 21.14 2.59 8.40 5.80 2.68 1.73

L141 NPL 3-1/2" x 1/2" 20.97 16.44 89 89 12.7 12.7 148.59 148.59 23.93 23.93 2.67 8.40 5.80 2.66 1.73

L142 NPL 3-1/2" x 9/16" 23.35 18.32 89 89 14.3 14.3 163.57 163.57 26.55 26.55 2.72 8.40 5.80 2.65 1.73

L143 NPL 3-1/2" x 5/8" 25.74 20.16 89 89 15.9 15.9 177.73 177.73 29.01 29.01 2.77 8.40 5.80 2.63 1.73

L144 NPL 4" x 5/16" 15.48 12.16 102 102 7.9 7.9 150.26 150.26 20.32 20.32 2.79 9.10 6.40 3.12 1.98

L145 NPL 4" x 3/8" 18.45 14.48 102 102 9.5 9.5 177.31 177.31 24.25 24.25 2.84 9.10 6.40 3.10 1.98

L146 NPL 4" x 7/16" 21.35 16.74 102 102 11.1 11.1 202.70 202.70 28.02 28.02 2.92 9.10 6.40 3.08 1.98

L147 NPL 4" x 1/2" 24.19 18.97 102 102 12.7 12.7 227.26 227.26 31.63 31.63 2.97 9.10 6.40 3.07 1.98

L148 NPL 4" x 9/16" 26.97 21.18 102 102 14.3 14.3 250.56 250.56 35.23 35.23 3.05 9.10 6.40 3.05 1.96

L149 NPL 4" x 5/8" 29.74 23.33 102 102 15.9 15.9 273.04 273.04 38.67 38.67 3.10 9.10 6.40 3.03 1.96

L150 NPL 4" x 11/16" 32.45 25.45 102 102 17.5 17.5 294.68 294.68 42.11 42.11 3.15 9.10 6.40 3.01 1.96

L151 NPL 4" x 3/4" 35.10 27.52 102 102 19.1 19.1 315.08 315.08 45.39 45.39 3.20 9.10 6.40 3.00 1.96

L152 NPL 4-1/2" x 5/16" 17.55 13.75 114 114 7.9 7.9 216.85 216.85 26.06 26.06 3.10 9.90 6.90 3.52 2.26

L153 NPL 4-1/2" x 3/8" 20.90 16.37 114 114 9.5 9.5 255.98 255.98 30.97 30.97 3.15 9.90 6.90 3.50 2.24

L154 NPL 4-1/2" x 7/16" 24.19 18.96 114 114 11.1 11.1 293.44 293.44 35.72 35.72 3.23 9.90 6.90 3.48 2.24

L155 NPL 4-1/2" x 1/2" 27.42 21.50 114 114 12.7 12.7 329.65 329.65 40.48 40.48 3.28 9.90 6.90 3.47 2.24

L156 NPL 4-1/2" x 9/16" 30.65 24.02 114 114 14.3 14.3 364.61 364.61 45.06 45.06 3.35 9.90 6.90 3.45 2.21

L157 NPL 4-1/2" x 5/8" 33.81 26.49 114 114 15.9 15.9 397.91 397.91 49.65 49.65 3.40 9.90 6.90 3.43 2.21

L158 NPL 4-1/2" x 11/16" 36.90 28.93 114 114 17.5 17.5 430.37 430.37 54.08 54.08 3.48 9.90 6.90 3.42 2.21

L159 NPL 4-1/2" x 3/4" 39.94 31.31 114 114 19.1 19.1 461.17 461.17 58.34 58.34 3.53 9.90 6.90 3.40 2.21

L160 NPL 5" x 5/16" 19.55 #REF! 127 127 7.9 7.9 308.84 308.84 33.43 33.43 3.48 3.97

L161 NPL 5" x 3/8" 23.29 #REF! 127 127 9.5 9.5 363.79 363.79 39.66 39.66 3.53 3.95

L162 NPL 5" x 7/16" 26.97 #REF! 127 127 11.1 11.1 416.23 416.23 45.72 45.72 3.58 3.93

L163 NPL 5" x 1/2" 30.65 #REF! 127 127 12.7 12.7 470.34 470.34 51.78 51.78 3.63 3.92

L164 NPL 5" x 5/8" 37.81 #REF! 127 127 15.9 15.9 566.07 566.07 63.25 63.25 3.76 3.87

L165 NPL 5" x 3/4" 44.77 #REF! 127 127 19.1 19.1 653.48 653.48 74.23 74.23 3.86 3.82

L166 NPL 5" x 7/8" 51.48 #REF! 127 127 22.3 22.3 740.89 740.89 84.72 84.72 3.99 3.79

2 PERFILES NORMAL ANGULO DE LADOS IGUALES.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

L201 2NPL 1/2" x 1/8" E 1.64 1.28 25 25 6.35 6.36 0.30 0.68 0.26 0.27 0.48 3.50 2.00 0.43 0.64

L202 2NPL 3/4" x 1/8"E 2.24 1.76 38 38 6.35 6.35 0.76 1.57 0.58 0.41 0.60 3.50 2.00 0.58 0.84

L203 2NPL 7/8" x 1/8"E 2.64 2.06 44 44 6.35 6.35 1.24 2.36 0.78 0.53 0.65 3.50 2.00 0.69 0.94

L204 2NPL 1" x 1/8"E 2.96 2.38 51 51 6.35 6.35 1.66 3.28 0.98 0.65 0.74 4.60 3.30 0.75 1.05

L205 2NPL 1" x 3/16"E 4.38 3.42 51 51 9.53 9.53 2.50 5.23 1.32 1.03 0.79 4.60 3.30 0.76 1.09

L206 2NPL 1" x 1/4"E 5.68 4.44 51 51 12.70 12.70 3.32 7.33 1.64 1.44 0.84 4.60 3.30 0.76 1.14

L207 2NPL 1-1/4" x 1/8"E 3.88 3.00 64 64 6.35 6.35 3.32 6.19 1.64 0.97 0.86 5.10 3.60 0.93 1.26

L208 2NPL 1-1/4" x 3/16"E 5.54 4.38 64 64 9.53 9.53 5.00 9.90 2.30 1.56 0.94 5.10 3.60 0.95 1.34

L209 2NPL 1-1/4" x 1/4"E 7.22 5.68 64 64 12.70 12.70 5.82 13.33 2.94 2.10 1.02 5.10 3.60 0.90 1.36

L210 2NPL 1-1/2" x 1/8"E 4.64 3.66 76 76 6.35 6.35 6.70 12.01 2.44 1.58 1.07 5.30 3.80 1.20 1.61

L211 2NPL 1-1/2" x 3/16"E 6.84 5.32 76 76 9.53 9.53 8.32 16.45 3.28 2.16 1.09 5.30 3.80 1.10 1.55

L212 2NPL 1-1/2" x 1/4"E 8.90 6.96 76 76 12.70 12.70 10.82 23.00 4.26 3.02 1.17 5.30 3.80 1.10 1.61

L213 2NPL 1-1/2" x 5/16"E 10.84 8.48 76 76 15.88 15.88 13.32 29.45 5.24 3.87 1.22 5.30 3.80 1.11 1.65

L214 2NPL 1-3/4" x 3/16"E 8.00 6.28 89 89 9.53 9.53 14.16 26.46 4.58 2.98 1.24 5.80 4.10 1.33 1.82

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L215 2NPL 1-3/4" x 1/4"E 10.46 8.22 89 89 12.70 12.70 18.32 36.55 5.90 4.11 1.32 5.80 4.10 1.32 1.87

L216 2NPL 1-3/4" x 5/16"E 12.90 10.10 89 89 15.88 15.88 21.64 45.85 7.22 5.16 1.37 5.80 4.10 1.30 1.89

L217 2NPL 2" x 3/16"E 9.16 7.24 102 102 9.53 9.53 21.64 40.11 5.90 3.95 1.42 6.10 4.30 1.54 2.09

L218 2NPL 2" x 1/4"E 12.12 9.50 102 102 12.70 12.70 28.30 54.49 7.86 5.36 1.47 6.10 4.30 1.53 2.12

L219 2NPL 2" x 5/16"E 14.84 11.66 102 102 15.88 15.88 33.30 68.95 9.50 6.79 1.55 6.10 4.30 1.50 2.16

L220 2NPL 2" x 3/8"E 17.54 13.76 102 102 19.05 19.05 39.12 84.02 11.14 8.27 1.60 6.10 4.30 1.49 2.19

L221 2NPL 2-1/4" x 3/16"E 10.46 8.18 114 114 9.53 9.53 31.64 57.42 7.54 5.02 1.57 6.60 4.60 1.74 2.34

L222 2NPL 2-1/4" x 1/4"E 13.68 10.74 114 114 12.70 12.70 40.78 77.13 9.84 6.75 1.63 6.60 4.60 1.73 2.37

L223 2NPL 2-1/4" x 5/16"E 16.90 13.24 114 114 15.88 15.88 49.12 97.96 12.12 8.57 1.70 6.60 4.60 1.70 2.41

L224 2NPL 2-1/4" x 3/8"E 20.00 15.66 114 114 19.05 19.05 57.44 118.69 14.42 10.38 1.75 6.60 4.60 1.69 2.44

L225 2NPL 2-1/2" x 3/16"E 12.50 9.80 127 127 9.53 9.53 51.04 89.76 11.12 7.07 1.76 6.90 4.80 2.02 2.68

L226 2NPL 2-1/2" x 1/4"E 15.36 12.02 127 127 12.70 12.70 56.60 105.27 12.46 8.29 1.78 6.90 4.80 1.92 2.62

L227 2NPL 2-1/2" x 5/16"E 18.84 14.82 127 127 15.88 15.88 69.10 133.58 15.40 10.52 1.85 6.90 4.80 1.92 2.66

L228 2NPL 2-1/2" x 3/8"E 22.32 17.56 127 127 19.05 19.05 79.92 161.35 18.02 12.70 1.91 6.90 4.80 1.89 2.69

L229 2NPL 2-1/2" x 7/16"E 25.80 20.20 127 127 22.23 22.23 90.74 191.89 20.64 15.11 1.98 6.90 4.80 1.88 2.73

L230 2NPL 2-1/2" x 1/2"E 29.04 22.76 127 127 25.40 25.40 100.72 220.39 23.26 17.35 2.03 6.90 4.80 1.86 2.75

2 PERFILES NORMAL ANGULO DE LADOS IGUALES.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

L231 2NPL 3" x 1/4"E 18.58 15.84 152 152 12.70 12.70 99.90 183.41 18.02 12.03 2.12 7.60 5.30 2.32 3.14

L232 2NPL 3" x 5/16"E 22.96 17.98 152 152 15.88 15.88 122.36 229.48 22.28 15.06 2.16 7.60 5.30 2.31 3.16

L233 2NPL 3" x 3/8"E 27.22 21.34 152 152 19.05 19.05 143.18 279.76 26.54 18.36 2.24 7.60 5.30 2.29 3.21

L234 2NPL 3" x 7/16"E 31.36 24.64 152 152 22.23 22.23 163.16 327.61 30.48 21.50 2.29 7.60 5.30 2.28 3.23

L235 2NPL 3" x 1/2"E 35.48 27.82 152 152 25.40 25.40 181.48 375.75 34.42 24.66 2.34 7.60 5.30 2.26 3.25

L236 2NPL 3" x 9/16"E 39.48 30.96 152 152 28.58 28.58 198.96 428.26 38.02 28.10 2.41 7.60 5.30 2.24 3.29

L237 2NPL 3-1/2" x 1/4"E 21.80 17.08 178 178 12.70 12.70 161.50 288.12 24.90 16.20 2.41 8.40 5.80 2.72 3.64

L238 2NPL 3-1/2" x 5/16"E 26.96 21.16 178 178 15.88 15.88 198.12 361.27 30.80 20.32 2.46 8.40 5.80 2.71 3.66

L239 2NPL 3-1/2" x 3/8"E 32.12 25.16 178 178 19.05 19.05 233.08 440.31 36.70 24.76 2.54 8.40 5.80 2.69 3.70

L240 2NPL 3-1/2" x 7/16"E 37.04 29.06 178 178 22.23 22.23 266.38 514.85 42.28 28.96 2.59 8.40 5.80 2.68 3.73

L241 2NPL 3-1/2" x 1/2"E 41.94 32.88 178 178 25.40 25.40 297.18 596.17 47.86 33.53 2.67 8.40 5.80 2.66 3.77

L242 2NPL 3-1/2" x 9/16"E 46.70 36.64 178 178 28.58 28.58 327.14 672.65 53.10 37.83 2.72 8.40 5.80 2.65 3.80

L243 2NPL 3-1/2" x 5/8"E 51.48 40.32 178 178 31.75 31.75 355.46 750.46 58.02 42.21 2.77 8.40 5.80 2.63 3.82

L244 2NPL 4" x 5/16"E 30.96 24.32 203 203 15.88 15.88 300.52 541.52 40.64 26.65 2.79 9.10 6.40 3.12 4.18

L245 2NPL 4" x 3/8"E 36.90 28.96 203 203 19.05 19.05 354.62 652.24 48.50 32.10 2.84 9.10 6.40 3.10 4.20

L246 2NPL 4" x 7/16"E 42.70 33.48 203 203 22.23 22.23 405.40 769.48 56.04 37.87 2.92 9.10 6.40 3.08 4.25

L247 2NPL 4" x 1/2"E 48.38 37.94 203 203 25.40 25.40 454.52 881.28 63.26 43.37 2.97 9.10 6.40 3.07 4.27

L248 2NPL 4" x 9/16"E 53.94 42.36 203 203 28.58 28.58 501.12 1002.90 70.46 49.36 3.05 9.10 6.40 3.05 4.31

L249 2NPL 4" x 5/8"E 59.48 46.66 203 203 31.75 31.75 546.08 1117.68 77.34 55.00 3.10 9.10 6.40 3.03 4.33

L250 2NPL 4" x 11/16"E 64.90 50.90 203 203 34.93 34.93 589.36 1233.33 84.22 60.70 3.15 9.10 6.40 3.01 4.36

L251 2NPL 4" x 3/4"E 70.20 55.04 203 203 38.10 38.10 630.16 1349.01 90.78 66.39 3.20 9.10 6.40 3.00 4.38

L252 2NPL 4-1/2" x 5/16"E 35.10 27.50 229 229 15.88 15.88 433.70 771.01 52.12 33.73 3.10 9.90 6.90 3.52 4.69

L253 2NPL 4-1/2" x 3/8"E 41.80 32.74 229 229 19.05 19.05 511.96 926.72 61.94 40.54 3.15 9.90 6.90 3.50 4.71

L254 2NPL 4-1/2" x 7/16"E 48.38 37.92 229 229 22.23 22.23 586.88 1091.62 71.44 47.75 3.23 9.90 6.90 3.48 4.75

L255 2NPL 4-1/2" x 1/2"E 54.84 43.00 229 229 25.40 25.40 659.30 1249.29 80.96 54.65 3.28 9.90 6.90 3.47 4.77

L256 2NPL 4-1/2" x 9/16"E 61.30 48.04 229 229 28.58 28.58 729.22 1417.16 90.12 61.99 3.35 9.90 6.90 3.45 4.81

L257 2NPL 4-1/2" x 5/8"E 67.62 52.98 229 229 31.75 31.75 795.82 1577.51 99.30 69.01 3.40 9.90 6.90 3.43 4.83

L258 2NPL 4-1/2" x 11/16"E 73.80 57.86 229 229 34.93 34.93 860.74 1754.49 108.16 76.75 3.48 9.90 6.90 3.42 4.88

L259 2NPL 4-1/2" x 3/4"E 79.88 62.62 229 229 38.10 38.10 922.34 1917.72 116.68 83.89 3.53 9.90 6.90 3.40 4.90

L260 2NPL 5" x 7/9"E 39.10 #REF! 254 254 15.88 15.88 617.69 1091.11 66.86 42.96 3.48 9.90 6.90 3.97 5.28

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L261 2NPL 5" x 3/8"E 46.58 #REF! 254 254 19.05 19.05 727.57 1308.21 79.31 51.50 3.53 9.90 6.90 3.95 5.30

L262 2NPL 5" x 7/16"E 53.94 #REF! 254 254 22.23 22.23 832.46 1524.26 91.44 60.01 3.58 9.90 6.90 3.93 5.32

L263 2NPL 5" x 1/2"E 61.29 #REF! 254 254 25.40 25.40 940.68 1749.28 103.57 68.87 3.63 9.90 6.90 3.92 5.34

L264 2NPL 5" x 5/8"E 75.61 #REF! 254 254 31.75 31.75 1132.15 2200.68 126.51 86.64 3.76 9.90 6.90 3.87 5.39

L265 2NPL 5" x 3/4"E 89.55 #REF! 254 254 38.20 38.20 1306.97 2641.75 148.47 104.01 3.86 9.90 6.90 3.82 5.43

L266 2NPL 5" x 7/8"E 102.97 #REF! 254 254 44.60 44.60 1481.78 3119.23 169.44 122.80 3.99 9.90 6.90 3.79 5.50

2 PERFILES NORMAL ANGULO DE LADOS IGUALES.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

L301 2NPL 1/2" x 1/8" F 1.64 1.28 25 25 6.35 6.36 0.30 7.26 0.26 2.86 0.48 3.50 2.00 0.43 2.10

L302 2NPL 3/4" x 1/8" F 2.24 1.76 38 38 6.35 6.35 0.76 23.84 0.58 6.26 0.60 3.50 2.00 0.58 3.26

L303 2NPL 7/8" x 1/8" F 2.64 2.06 44 44 6.35 6.35 1.24 39.26 0.78 8.83 0.65 3.50 2.00 0.69 3.86

L304 2NPL 1" x 1/8" F 2.96 2.38 51 51 6.35 6.35 1.66 57.41 0.98 11.30 0.74 4.60 3.30 0.75 4.40

L305 2NPL 1" x 3/16" F 4.38 3.42 51 51 9.53 9.53 2.50 83.11 1.32 16.36 0.79 4.60 3.30 0.76 4.36

L306 2NPL 1" x 1/4" F 5.68 4.44 51 51 12.70 12.70 3.32 105.43 1.64 20.75 0.84 4.60 3.30 0.76 4.31

L307 2NPL 1-1/4" x 1/8" F 3.88 3.00 64 64 6.35 6.35 3.32 120.26 1.64 18.94 0.86 5.10 3.60 0.93 5.57

L308 2NPL 1-1/4" x 3/16" F 5.54 4.38 64 64 9.53 9.53 5.00 167.15 2.30 26.32 0.94 5.10 3.60 0.95 5.49

L309 2NPL 1-1/4" x 1/4" F 7.22 5.68 64 64 12.70 12.70 5.82 210.93 2.94 33.22 1.02 5.10 3.60 0.90 5.41

L310 2NPL 1-1/2" x 1/8" F 4.64 3.66 76 76 6.35 6.35 6.70 205.77 2.44 27.00 1.07 5.30 3.80 1.20 6.66

L311 2NPL 1-1/2" x 3/16" F 6.84 5.32 76 76 9.53 9.53 8.32 299.98 3.28 39.37 1.09 5.30 3.80 1.10 6.62

L312 2NPL 1-1/2" x 1/4" F 8.90 6.96 76 76 12.70 12.70 10.82 381.08 4.26 50.01 1.17 5.30 3.80 1.10 6.54

L313 2NPL 1-1/2" x 5/16" F 10.84 8.48 76 76 15.88 15.88 13.32 457.33 5.24 60.02 1.22 5.30 3.80 1.11 6.50

L314 2NPL 1-3/4" x 3/16" F 8.00 6.28 89 89 9.53 9.53 14.16 482.34 4.58 54.26 1.24 5.80 4.10 1.33 7.76

L315 2NPL 1-3/4" x 1/4" F 10.46 8.22 89 89 12.70 12.70 18.32 617.73 5.90 69.49 1.32 5.80 4.10 1.32 7.68

L316 2NPL 1-3/4" x 5/16" F 12.90 10.10 89 89 15.88 15.88 21.64 751.14 7.22 84.49 1.37 5.80 4.10 1.30 7.63

L317 2NPL 2" x 3/16" F 9.16 7.24 102 102 9.53 9.53 21.64 721.35 5.90 71.00 1.42 6.10 4.30 1.54 8.87

L318 2NPL 2" x 1/4" F 12.12 9.50 102 102 12.70 12.70 28.30 943.56 7.86 92.87 1.47 6.10 4.30 1.53 8.82

L319 2NPL 2" x 5/16" F 14.84 11.66 102 102 15.88 15.88 33.30 1133.42 9.50 111.56 1.55 6.10 4.30 1.50 8.74

L320 2NPL 2" x 3/8" F 17.54 13.76 102 102 19.05 19.05 39.12 1324.34 11.14 130.35 1.60 6.10 4.30 1.49 8.69

L321 2NPL 2-1/4" x 3/16" F 10.46 8.18 114 114 9.53 9.53 31.64 1048.56 7.54 91.74 1.57 6.60 4.60 1.74 10.01

L322 2NPL 2-1/4" x 1/4" F 13.68 10.74 114 114 12.70 12.70 40.78 1354.61 9.84 118.51 1.63 6.60 4.60 1.73 9.95

L323 2NPL 2-1/4" x 5/16" F 16.90 13.24 114 114 15.88 15.88 49.12 1649.09 12.12 144.28 1.70 6.60 4.60 1.70 9.88

L324 2NPL 2-1/4" x 3/8" F 20.00 15.66 114 114 19.05 19.05 57.44 1931.49 14.42 168.98 1.75 6.60 4.60 1.69 9.83

L325 2NPL 2-1/2" x 3/16" F 12.50 9.80 127 127 9.53 9.53 51.04 1547.09 11.12 121.82 1.76 6.90 4.80 2.02 11.13

L326 2NPL 2-1/2" x 1/4" F 15.36 12.02 127 127 12.70 12.70 56.60 1888.22 12.46 148.68 1.78 6.90 4.80 1.92 11.09

L327 2NPL 2-1/2" x 5/16" F 18.84 14.82 127 127 15.88 15.88 69.10 2286.99 15.40 180.08 1.85 6.90 4.80 1.92 11.02

L328 2NPL 2-1/2" x 3/8" F 22.32 17.56 127 127 19.05 19.05 79.92 2678.51 18.02 210.91 1.91 6.90 4.80 1.89 10.95

L329 2NPL 2-1/2" x 7/16" F 25.80 20.20 127 127 22.23 22.23 90.74 3055.63 20.64 240.60 1.98 6.90 4.80 1.88 10.88

L330 2NPL 2-1/2" x 1/2" F 29.04 22.76 127 127 25.40 25.40 100.72 3406.89 23.26 268.26 2.03 6.90 4.80 1.86 10.83

2 PERFILES NORMAL ANGULO DE LADOS IGUALES.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

318060080.xls PERFILESbbbbb 171 / 174 05/15/2016 20:16:36

L331 2NPL 3" x 1/4" F 18.58 15.84 152 152 12.70 12.70 99.90 3298.16 18.02 216.41 2.12 7.60 5.30 2.32 13.32

L332 2NPL 3" x 5/16" F 22.96 17.98 152 152 15.88 15.88 122.36 4050.50 22.28 265.78 2.16 7.60 5.30 2.31 13.28

L333 2NPL 3" x 3/8" F 27.22 21.34 152 152 19.05 19.05 143.18 4743.36 26.54 311.24 2.24 7.60 5.30 2.29 13.20

L334 2NPL 3" x 7/16" F 31.36 24.64 152 152 22.23 22.23 163.16 5422.31 30.48 355.79 2.29 7.60 5.30 2.28 13.15

L335 2NPL 3" x 1/2" F 35.48 27.82 152 152 25.40 25.40 181.48 6085.71 34.42 399.32 2.34 7.60 5.30 2.26 13.10

L336 2NPL 3" x 9/16" F 39.48 30.96 152 152 28.58 28.58 198.96 6697.72 38.02 439.48 2.41 7.60 5.30 2.24 13.02

L337 2NPL 3-1/2" x 1/4" F 21.80 17.08 178 178 12.70 12.70 161.50 5311.46 24.90 298.73 2.41 8.40 5.80 2.72 15.61

L338 2NPL 3-1/2" x 5/16" F 26.96 21.16 178 178 15.88 15.88 198.12 6525.70 30.80 367.02 2.46 8.40 5.80 2.71 15.56

L339 2NPL 3-1/2" x 3/8" F 32.12 25.16 178 178 19.05 19.05 233.08 7693.19 36.70 432.69 2.54 8.40 5.80 2.69 15.48

L340 2NPL 3-1/2" x 7/16" F 37.04 29.06 178 178 22.23 22.23 266.38 8812.85 42.28 495.66 2.59 8.40 5.80 2.68 15.42

L341 2NPL 3-1/2" x 1/2" F 41.94 32.88 178 178 25.40 25.40 297.18 9872.59 47.86 555.26 2.67 8.40 5.80 2.66 15.34

L342 2NPL 3-1/2" x 9/16" F 46.70 36.64 178 178 28.58 28.58 327.14 10918.87 53.10 614.11 2.72 8.40 5.80 2.65 15.29

L343 2NPL 3-1/2" x 5/8" F 51.48 40.32 178 178 31.75 31.75 355.46 11953.91 58.02 672.32 2.77 8.40 5.80 2.63 15.24

L344 2NPL 4" x 5/16" F 30.96 24.32 203 203 15.88 15.88 300.52 9814.56 40.64 483.00 2.79 9.10 6.40 3.12 17.80

L345 2NPL 4" x 3/8" F 36.90 28.96 203 203 19.05 19.05 354.62 11629.43 48.50 572.31 2.84 9.10 6.40 3.10 17.75

L346 2NPL 4" x 7/16" F 42.70 33.48 203 203 22.23 22.23 405.40 13333.25 56.04 656.16 2.92 9.10 6.40 3.08 17.67

L347 2NPL 4" x 1/2" F 48.38 37.94 203 203 25.40 25.40 454.52 15017.99 63.26 739.07 2.97 9.10 6.40 3.07 17.62

L348 2NPL 4" x 9/16" F 53.94 42.36 203 203 28.58 28.58 501.12 16588.88 70.46 816.38 3.05 9.10 6.40 3.05 17.54

L349 2NPL 4" x 5/8" F 59.48 46.66 203 203 31.75 31.75 546.08 18183.59 77.34 894.86 3.10 9.10 6.40 3.03 17.48

L350 2NPL 4" x 11/16" F 64.90 50.90 203 203 34.93 34.93 589.36 19722.46 84.22 970.59 3.15 9.10 6.40 3.01 17.43

L351 2NPL 4" x 3/4" F 70.20 55.04 203 203 38.10 38.10 630.16 21205.39 90.78 1043.57 3.20 9.10 6.40 3.00 17.38

L352 2NPL 4-1/2" x 5/16" F 35.10 27.50 229 229 15.88 15.88 433.70 14138.76 52.12 618.49 3.10 9.90 6.90 3.52 20.07

L353 2NPL 4-1/2" x 3/8" F 41.80 32.74 229 229 19.05 19.05 511.96 16750.60 61.94 732.75 3.15 9.90 6.90 3.50 20.02

L354 2NPL 4-1/2" x 7/16" F 48.38 37.92 229 229 22.23 22.23 586.88 19229.48 71.44 841.18 3.23 9.90 6.90 3.48 19.94

L355 2NPL 4-1/2" x 1/2" F 54.84 43.00 229 229 25.40 25.40 659.30 21683.66 80.96 948.54 3.28 9.90 6.90 3.47 19.88

L356 2NPL 4-1/2" x 9/16" F 61.30 48.04 229 229 28.58 28.58 729.22 24062.46 90.12 1052.60 3.35 9.90 6.90 3.45 19.81

L357 2NPL 4-1/2" x 5/8" F 67.62 52.98 229 229 31.75 31.75 795.82 26402.95 99.30 1154.98 3.40 9.90 6.90 3.43 19.76

L358 2NPL 4-1/2" x 11/16" F 73.80 57.86 229 229 34.93 34.93 860.74 28578.87 108.16 1250.17 3.48 9.90 6.90 3.42 19.68

L359 2NPL 4-1/2" x 3/4" F 79.88 62.62 229 229 38.10 38.10 922.34 30769.41 116.68 1345.99 3.53 9.90 6.90 3.40 19.63

L360 2NPL 5" x 7/9"F 39.10 #REF! 254 254 15.88 15.88 617.69 19403.46 66.86 763.92 3.48 9.90 6.90 3.97 22.28

L361 2NPL 5" x 3/8"F 46.58 #REF! 254 254 19.05 19.05 727.57 23005.68 79.31 905.74 3.53 9.90 6.90 3.95 22.22

L362 2NPL 5" x 7/16"F 53.94 #REF! 254 254 22.23 22.23 832.46 26508.47 91.44 1043.64 3.58 9.90 6.90 3.93 22.17

L363 2NPL 5" x 1/2"F 61.29 #REF! 254 254 25.40 25.40 940.68 29982.25 103.57 1180.40 3.63 9.90 6.90 3.92 22.12

L364 2NPL 5" x 5/8"F 75.61 #REF! 254 254 31.75 31.75 1132.15 36543.43 126.51 1438.72 3.76 9.90 6.90 3.87 21.98

L365 2NPL 5" x 3/4"F 89.55 #REF! 254 254 38.20 38.20 1306.97 42851.71 148.47 1687.08 3.86 9.90 6.90 3.82 21.88

L366 2NPL 5" x 7/8"F 102.97 #REF! 254 254 44.60 44.60 1481.78 48690.58 169.44 1916.95 3.99 9.90 6.90 3.79 21.75

2 PERFILES NORMAL ANGULO DE LADOS IGUALES.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

L401 2NPL 1/2" x 1/8" P 1.64 1.28 13 13 3.18 3.18 0.68 0.68 0.53 0.53 0.48 3.50 2.00 0.64 0.64

L402 2NPL 3/4" x 1/8" P 2.24 1.76 19 19 3.18 3.18 1.57 1.57 0.82 0.82 0.60 3.50 2.00 0.84 0.84

L403 2NPL 7/8" x 1/8" P 2.64 2.06 22 22 3.18 3.18 2.36 2.36 1.06 1.06 0.65 3.50 2.00 0.94 0.94

L404 2NPL 1" x 1/8" P 2.96 2.38 25 25 3.18 3.18 3.28 3.28 1.29 1.29 0.74 4.60 3.30 1.05 1.05

L405 2NPL 1" x 3/16" P 4.38 3.42 25 25 4.76 4.76 5.23 5.23 2.06 2.06 0.79 4.60 3.30 1.09 1.09

L406 2NPL 1" x 1/4" P 5.68 4.44 25 25 6.35 6.35 7.33 7.33 2.88 2.88 0.84 4.60 3.30 1.14 1.14

L407 2NPL 1-1/4" x 1/8" P 3.88 3.00 32 32 3.18 3.18 6.19 6.19 1.95 1.95 0.86 5.10 3.60 1.26 1.26

L408 2NPL 1-1/4" x 3/16" P 5.54 4.38 32 32 4.76 4.76 9.90 9.90 3.12 3.12 0.94 5.10 3.60 1.34 1.34

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L409 2NPL 1-1/4" x 1/4" P 7.22 5.68 32 32 6.35 6.35 13.33 13.33 4.20 4.20 1.02 5.10 3.60 1.36 1.36

L410 2NPL 1-1/2" x 1/8" P 4.64 3.66 38 38 3.18 3.18 12.01 12.01 3.15 3.15 1.07 5.30 3.80 1.61 1.61

L411 2NPL 1-1/2" x 3/16" P 6.84 5.32 38 38 4.76 4.76 16.45 16.45 4.32 4.32 1.09 5.30 3.80 1.55 1.55

L412 2NPL 1-1/2" x 1/4" P 8.90 6.96 38 38 6.35 6.35 23.00 23.00 6.04 6.04 1.17 5.30 3.80 1.61 1.61

L413 2NPL 1-1/2" x 5/16" P 10.84 8.48 38 38 7.94 7.94 29.45 29.45 7.73 7.73 1.22 5.30 3.80 1.65 1.65

L414 2NPL 1-3/4" x 3/16" P 8.00 6.28 44 44 4.76 4.76 26.46 26.46 5.95 5.95 1.24 5.80 4.10 1.82 1.82

L415 2NPL 1-3/4" x 1/4" P 10.46 8.22 44 44 6.35 6.35 36.55 36.55 8.22 8.22 1.32 5.80 4.10 1.87 1.87

L416 2NPL 1-3/4" x 5/16" P 12.90 10.10 44 44 7.94 7.94 45.85 45.85 10.32 10.32 1.37 5.80 4.10 1.89 1.89

L417 2NPL 2" x 3/16" P 9.16 7.24 51 51 4.76 4.76 40.11 40.11 7.90 7.90 1.42 6.10 4.30 2.09 2.09

L418 2NPL 2" x 1/4" P 12.12 9.50 51 51 6.35 6.35 54.49 54.49 10.73 10.73 1.47 6.10 4.30 2.12 2.12

L419 2NPL 2" x 5/16" P 14.84 11.66 51 51 7.94 7.94 68.95 68.95 13.57 13.57 1.55 6.10 4.30 2.16 2.16

L420 2NPL 2" x 3/8" P 17.54 13.76 51 51 9.53 9.53 84.02 84.02 16.54 16.54 1.60 6.10 4.30 2.19 2.19

L421 2NPL 2-1/4" x 3/16" P 10.46 8.18 57 57 4.76 4.76 57.42 57.42 10.05 10.05 1.57 6.60 4.60 2.34 2.34

L422 2NPL 2-1/4" x 1/4" P 13.68 10.74 57 57 6.35 6.35 77.13 77.13 13.50 13.50 1.63 6.60 4.60 2.37 2.37

L423 2NPL 2-1/4" x 5/16" P 16.90 13.24 57 57 7.94 7.94 97.96 97.96 17.14 17.14 1.70 6.60 4.60 2.41 2.41

L424 2NPL 2-1/4" x 3/8" P 20.00 15.66 57 57 9.53 9.53 118.69 118.69 20.77 20.77 1.75 6.60 4.60 2.44 2.44

L425 2NPL 2-1/2" x 3/16" P 12.50 9.80 64 64 4.76 4.76 89.76 89.76 14.14 14.14 1.76 6.90 4.80 2.68 2.68

L426 2NPL 2-1/2" x 1/4" P 15.36 12.02 64 64 6.35 6.35 105.27 105.27 16.58 16.58 1.78 6.90 4.80 2.62 2.62

L427 2NPL 2-1/2" x 5/16" P 18.84 14.82 64 64 7.94 7.94 133.58 133.58 21.04 21.04 1.85 6.90 4.80 2.66 2.66

L428 2NPL 2-1/2" x 3/8" P 22.32 17.56 64 64 9.53 9.53 161.35 161.35 25.41 25.41 1.91 6.90 4.80 2.69 2.69

L429 2NPL 2-1/2" x 7/16" P 25.80 20.20 64 64 11.11 11.11 191.89 191.89 30.22 30.22 1.98 6.90 4.80 2.73 2.73

L430 2NPL 2-1/2" x 1/2" P 29.04 22.76 64 64 12.70 12.70 220.39 220.39 34.71 34.71 2.03 6.90 4.80 2.75 2.75

2 PERFILES NORMAL ANGULO DE LADOS IGUALES.

COD PERFIL ÁREA PESO ALTURA ALA ESPESOR MOM. INERCIA MOD. RESIST. EXC. RADIOS RADIOS GIROh b Alma (d) Ala (t) Jx Jy Wx Wy ey Interior Cantos X - X MIN

(cm2) (kg/m) (mm) (mm) (mm) (mm) (cm4) (cm4) (cm3) (cm3) (cm) (mm) (mm) (cm) (cm)

L431 2NPL 3" x 1/4" P 18.58 15.84 76 76 6.35 6.35 183.41 183.41 24.07 24.07 2.12 7.60 5.30 3.14 3.14

L432 2NPL 3" x 5/16" P 22.96 17.98 76 76 7.94 7.94 229.48 229.48 30.12 30.12 2.16 7.60 5.30 3.16 3.16

L433 2NPL 3" x 3/8" P 27.22 21.34 76 76 9.53 9.53 279.76 279.76 36.71 36.71 2.24 7.60 5.30 3.21 3.21

L434 2NPL 3" x 7/16" P 31.36 24.64 76 76 11.11 11.11 327.61 327.61 42.99 42.99 2.29 7.60 5.30 3.23 3.23

L435 2NPL 3" x 1/2" P 35.48 27.82 76 76 12.70 12.70 375.75 375.75 49.31 49.31 2.34 7.60 5.30 3.25 3.25

L436 2NPL 3" x 9/16" P 39.48 30.96 76 76 14.29 14.29 428.26 428.26 56.20 56.20 2.41 7.60 5.30 3.29 3.29

L437 2NPL 3-1/2" x 1/4" P 21.80 17.08 89 89 6.35 6.35 288.12 288.12 32.41 32.41 2.41 8.40 5.80 3.64 3.64

L438 2NPL 3-1/2" x 5/16" P 26.96 21.16 89 89 7.94 7.94 361.27 361.27 40.64 40.64 2.46 8.40 5.80 3.66 3.66

L439 2NPL 3-1/2" x 3/8" P 32.12 25.16 89 89 9.53 9.53 440.31 440.31 49.53 49.53 2.54 8.40 5.80 3.70 3.70

L440 2NPL 3-1/2" x 7/16" P 37.04 29.06 89 89 11.11 11.11 514.85 514.85 57.91 57.91 2.59 8.40 5.80 3.73 3.73

L441 2NPL 3-1/2" x 1/2" P 41.94 32.88 89 89 12.70 12.70 596.17 596.17 67.06 67.06 2.67 8.40 5.80 3.77 3.77

L442 2NPL 3-1/2" x 9/16" P 46.70 36.64 89 89 14.29 14.29 672.65 672.65 75.66 75.66 2.72 8.40 5.80 3.80 3.80

L443 2NPL 3-1/2" x 5/8" P 51.48 40.32 89 89 15.88 15.88 750.46 750.46 84.42 84.42 2.77 8.40 5.80 3.82 3.82

L444 2NPL 4" x 5/16" P 30.96 24.32 102 102 7.94 7.94 541.52 541.52 53.30 53.30 2.79 9.10 6.40 4.18 4.18

L445 2NPL 4" x 3/8" P 36.90 28.96 102 102 9.53 9.53 652.24 652.24 64.20 64.20 2.84 9.10 6.40 4.20 4.20

L446 2NPL 4" x 7/16" P 42.70 33.48 102 102 11.11 11.11 769.48 769.48 75.74 75.74 2.92 9.10 6.40 4.25 4.25

L447 2NPL 4" x 1/2" P 48.38 37.94 102 102 12.70 12.70 881.28 881.28 86.74 86.74 2.97 9.10 6.40 4.27 4.27

L448 2NPL 4" x 9/16" P 53.94 42.36 102 102 14.29 14.29 1002.90 1002.90 98.71 98.71 3.05 9.10 6.40 4.31 4.31

L449 2NPL 4" x 5/8" P 59.48 46.66 102 102 15.88 15.88 1117.68 1117.68 110.01 110.01 3.10 9.10 6.40 4.33 4.33

L450 2NPL 4" x 11/16" P 64.90 50.90 102 102 17.46 17.46 1233.33 1233.33 121.39 121.39 3.15 9.10 6.40 4.36 4.36

L451 2NPL 4" x 3/4" P 70.20 55.04 102 102 19.05 19.05 1349.01 1349.01 132.78 132.78 3.20 9.10 6.40 4.38 4.38

L452 2NPL 4-1/2" x 5/16" P 35.10 27.50 114 114 7.94 7.94 771.01 771.01 67.46 67.46 3.10 9.90 6.90 4.69 4.69

L453 2NPL 4-1/2" x 3/8" P 41.80 32.74 114 114 9.53 9.53 926.72 926.72 81.08 81.08 3.15 9.90 6.90 4.71 4.71

L454 2NPL 4-1/2" x 7/16" P 48.38 37.92 114 114 11.11 11.11 1091.62 1091.62 95.51 95.51 3.23 9.90 6.90 4.75 4.75

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L455 2NPL 4-1/2" x 1/2" P 54.84 43.00 114 114 12.70 12.70 1249.29 1249.29 109.30 109.30 3.28 9.90 6.90 4.77 4.77

L456 2NPL 4-1/2" x 9/16" P 61.30 48.04 114 114 14.29 14.29 1417.16 1417.16 123.99 123.99 3.35 9.90 6.90 4.81 4.81

L457 2NPL 4-1/2" x 5/8" P 67.62 52.98 114 114 15.88 15.88 1577.51 1577.51 138.01 138.01 3.40 9.90 6.90 4.83 4.83

L458 2NPL 4-1/2" x 11/16" P 73.80 57.86 114 114 17.46 17.46 1754.49 1754.49 153.50 153.50 3.48 9.90 6.90 4.88 4.88

L459 2NPL 4-1/2" x 3/4" P 79.88 62.62 114 114 19.05 19.05 1917.72 1917.72 167.78 167.78 3.53 9.90 6.90 4.90 4.90

L460 2NPL 5" x 5/16"P 39.10 #REF! 127 127 7.94 7.94 1091.11 1091.11 85.91 85.91 3.48 9.90 6.90 5.28 5.28

L461 2NPL 5" x 3/8"P 46.58 #REF! 127 127 9.53 9.53 1308.21 1308.21 103.01 103.01 3.53 9.90 6.90 5.30 5.30

L462 2NPL 5" x 7/16"P 53.94 #REF! 127 127 11.11 11.11 1524.26 1524.26 120.02 120.02 3.58 9.90 6.90 5.32 5.32

L463 2NPL 5" x 1/2"P 61.29 #REF! 127 127 12.70 12.70 1749.28 1749.28 137.74 137.74 3.63 9.90 6.90 5.34 5.34

L464 2NPL 5" x 5/8"P 75.61 #REF! 127 127 15.88 15.88 2200.68 2200.68 173.28 173.28 3.76 9.90 6.90 5.39 5.39

L465 2NPL 5" x 3/4"P 89.55 #REF! 127 127 19.10 19.10 2641.75 2641.75 208.01 208.01 3.86 9.90 6.90 5.43 5.43

L466 2NPL 5" x 7/8"P 102.97 #REF! 127 127 22.30 22.30 3119.23 3119.23 245.61 245.61 3.99 9.90 6.90 5.50 5.50

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