Memoria Cercha Metalica
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DISEÑO ESTRUCTURAL
DISEÑO ESTRUCTURAL CUBIERTA POLIDEPORTIVO
VEREDA PORTACHUELO- MUNICIPIO DE IMUES – NARIÑO
CIC
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DISEÑO ESTRUCTURAL
ACI 318-05
2. MATERIALES
ACESCO (PORTICO)
Fy=35.15 Kg/mm2 Grado 50
Fu =45.7 Kg/mm2 Grado 50
Módulo de elasticidad 2 x 10 E+6 Kg/cm²
Peso unitario 0.0078 Kg/cm³
Coeficiente de dilatación térmica 0.0000121/c
ACERO A36 (DIAGONAL CRUZETAS)
Tención de fluencia del acero fy = 2530 Kg/cm²
Resistencia ultima del acero Fu 4078 Kg/cm²
Módulo de elasticidad 2 x 10 E+6 Kg/cm²Peso unitario 0.0078 Kg/cm³
Coeficiente de dilatación térmica 0.0000121/c
CONCRETO
Tención de fluencia del acero fy = 4200 Kg/cm²
Resistencia ultima del acero Fu 4078 Kg/cm²
Tención de rotura f`c = 210 Kg/cm²
Módulo de elasticidad concreto 2.1 x 10 E+5 Kg/cm²
Módulo de elasticidad acero 2.9 x 10 E+7 Kg/cm²
Peso unitario 0.0024 Kg/cm³
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Coeficiente de dilatación térmica 0.0000121/c
SOLDADURAS : soldadura E 6013 50-250
TORNILLERIA A-325 GRADO 50
3 SISTEMA ESTRUCTURAL
Sistema estructural compuesto por cerchas metálicas perfil ACESCO PHRC,
unidas por medio de correas continuas, estas cerchas vienen apoyadas sobre
pedestales en concreto
La cantidad de cerchas tipo Warren Curve son siete.
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DISEÑO ESTRUCTURAL
Las dimensiones a ejes de la nave son las siguientes:
Largo: 31.8 m
Ancho: 21.22 m
Altura hombro sobre pedestal : 9.11 m
Altura desde piso: 9.21 m
Cimentación
Altura total de cimentación 1.6 m
Altura pedestal desde piso 10 cm
Profundidad de cimentación 1.5
Área de cimentación 1.1 X 1.1 m
Vigas de cimentación sección 30X 35 cm
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DISEÑO ESTRUCTURAL
DATOS DEL SUELO
Peso unitario húmedo 12600 Kg/m³
Capacidad portante del suelo 1030 kg/m²
Cohesión 630 kg/m²
Sección de perfil en acero estructural utilizados
Perfil PHR-C 220x80x20 _ 3 mm DOBLE
Perfil PHR-C 100x50x15 _ 3 mm DOBLE
Angulo 1”x1 1/2”x 3/16”
Templete Ø 5/8”
Separadores Ø 3/8”
Correa en perfil PHR-C 160x60x20 _ 2.5 mm SENCILLO
Viga lateral tipo 1 perfil doble PHR-C 300x80x20 _ 2.5 mm DOBLE
Cubierta arquitectónica TIPO TERMOACUSTICA. Con un peso de 7.0 Kg/m2
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DISEÑO ESTRUCTURAL
3. ZONA DE AMENASA SISMICA Y PARAMETROS PARA ANALISIS SISMICO
Zona de amenaza sísmica 5
Perfil del suelo B
Nivel Aa 0.25
Nivel Av 0.25
Coeficiente Fa 1
Coeficiente Fv 1
Importancia I 1
Periodo T0 0.1
Periodo Tc 0.48
Periodo Tl 2.4
Espectro de aceleraciones
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
1 3 6
7 1
1 0 6
1 4 1
1 7 6
2 1 1
2 4 6
2 8 1
3 1 6
3 5 1
3 8 6
4 2 1
4 5 6
4 9 1
5 2 6
5 6 1
5 9 6
6 3 1
6 6 6
7 0 1
7 3 6
7 7 1
8 0 6
8 4 1
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DISEÑO ESTRUCTURAL
4. CARGAS DE DISEÑO
Carga muerta D: NSR- 10 5 Kg/m²
Peso propio de una teja + iluminación de cubierta: 12 Kg/m²
Peso propio de una correa: 6.37 Kgf/m
Carga muerta x correa 12 Kgf/m2 x 1.65m=
19.80Kgf/m +6.37 Kgf/m =26.17 Kgf/m
Carga viva L: NSR- 10 35 Kg/m²
Carga viva = 50 Kgf/m2
Carga viva total por correa 50 Kgf/m2 x 1.65 m = 82.50 Kgf/m
CARGA POR NIEVE (GRANIZO)
50 Kg/m²
CARGA POR VIENTO
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COMBINACIONES DE CARGA
CM=Carga Muerta L= CARGA VIVA
G=GRANI
WC=VIENTO COMPRECION
WS=VIENTO SUCCIONSx=SISMO XSy=SISMO Y id0=1.4CM id1=1.2CM+1.6L id2=1.2CM+1.6L+0.5WS
id3=1.2CM+L id4=1.2CM+0.8G id5=1.2CM+0.8WC id6=1.2CM+L+1.6WS id7=1.2CM+0.8G+1.6WS
id8=1.2CM+0.8WC id9=1.2CM+L+1.6G id10=1.2CM+L+1.6WC+0.5WS id11=1.2CM+L+1.6G+0.5WS id12=1.2CM+L+1.6WC id13=1.2CM+L+Sx+0.3Sy id14=1.2CM+L+0.3Sx+Sy id15=0.9CM+1.6G id16=0.9CM+1.6WC id17=0.9CM-Sx-0.3Sy id18=0.9CM-0.3Sx-Sy
5. Análisis Sísmico
Análisis Sísmico
Análisis Modal Espectral
__________________________________________________________________________________________________________________
MASAS:
Nudo Masa X Masa Y Masa Z Iner.XX Iner.YY Iner.ZZ
[Kg] [Kg] [Kg] [Kg*cm2] [Kg*cm2] [Kg*cm2]
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---------------------------------------------------------------------------------------------------------------------------------------
27 116.63 0.00 116.63 0.00 548736.50 0.00
56 160.07 0.00 160.07 0.00 1.795334E0 0.00
57 162.58 0.00 162.58 0.00 1.813908E0 0.00
58 167.07 0.00 167.07 0.00 1.84831E08 0.00
59 169.59 0.00 169.59 0.00 1.866247E0 0.00
60 55.57 0.00 55.57 0.00 6.426462E0 0.00
61 155.61 0.00 155.61 0.00 1.645102E0 0.00
62 83.32 0.00 83.32 0.00 7.387685E0 0.00
63 80.97 0.00 80.97 0.00 5.277942E0 0.00
64 79.04 0.00 79.04 0.00 3.581637E0 0.00
65 77.47 0.00 77.47 0.00 2.250568E0 0.00
66 76.24 0.00 76.24 0.00 1.250839E0 0.00
67 75.35 0.00 75.35 0.00 5557370.00 0.00
68 112.19 0.00 112.19 0.00 1521176.00 0.00
69 87.32 0.00 87.32 0.00 9.872501E0 0.00
70 169.53 0.00 169.53 0.00 1.626473E0 0.00
71 166.66 0.00 166.66 0.00 1.188357E0 0.00
72 164.31 0.00 164.31 0.00 8.270386E0 0.00
73 162.35 0.00 162.35 0.00 5.362247E0 0.00
74 160.79 0.00 160.79 0.00 3.11747E07 0.00
75 159.61 0.00 159.61 0.00 1.50172E07 0.00
76 158.90 0.00 158.90 0.00 4900266.00 0.00
---------------------------------------------------------------------------------------------------------------------------------------
FRECUENCIAS POR MODO:
MODO W T
[RAD/SEG] [SEG]
------------------------------------------------------------
1 4.19 1.49876
2 9.55 0.65823
3 30.27 0.20758
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4 34.45 0.18238
5 45.02 0.13957
6 78.48 0.08006
7 94.15 0.06673
8 128.02 0.04908
9 147.53 0.04259
10 152.43 0.04122
------------------------------------------------------------
PORCENTAJE DE PARTICIPACION DE MASAS
Participación Modal
MODO Part.X Part.Y Part.Z Rot.X Rot.Y Rot.Z
---------------------------------------------------------------------------------------------------------------------------------------
1 0.00 0.00 78.56 0.00 0.00 0.00
2 0.00 0.00 0.00 0.00 70.45 0.00
3 0.00 0.00 10.11 0.00 0.00 0.00
4 90.53 0.00 0.00 0.00 0.00 0.00
5 0.00 0.00 0.00 0.00 11.94 0.00
6 0.00 0.00 4.35 0.00 0.00 0.00
7 0.00 0.00 0.00 0.00 6.47 0.00
8 0.00 0.00 1.79 0.00 0.00 0.00
9 0.00 0.00 0.00 0.00 2.80 0.00
10 0.00 0.00 0.41 0.00 0.00 0.00
---------------------------------------------------------------------------------------------------------------------------------------
TOTAL: 90.53 0.00 95.23 0.00 91.66 0.00
MASA TOTAL
GDL Masa Total
[Kg/cm*Sec2]
----------------------------------------
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TX 2.86
TY 0.00
TZ 2.86
RX 0.00
RY 1769281.00
RZ 0.00
----------------------------------------
ESPECTRO DE RESPUESTA SISMICA
MODOS DE VIBRAR
Desplazamientos normalizados a PHI*M*PHI=1
Modo de vibrar : 1
-----------------------------
W = 4.19 [RAD/SEG] PERIODO = 1.49876 [SEG]
DESPLAZAMIENTOS
Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z
[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]
---------------------------------------------------------------------------------------------------------------------------------------
27 0.00E+00 0.00E+00 8.64E-01 1.46E-03 0.00E+00 0.00E+00
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56 0.00E+00 0.00E+00 1.56E-02 0.00E+00 0.00E+00 0.00E+00
57 0.00E+00 0.00E+00 5.94E-02 0.00E+00 0.00E+00 0.00E+00
58 0.00E+00 0.00E+00 1.27E-01 0.00E+00 0.00E+00 0.00E+00
59 0.00E+00 0.00E+00 2.15E-01 0.00E+00 0.00E+00 0.00E+00
60 0.00E+00 0.00E+00 3.18E-01 0.00E+00 0.00E+00 0.00E+00
61 0.00E+00 0.00E+00 3.60E-01 0.00E+00 0.00E+00 0.00E+00
62 0.00E+00 0.00E+00 4.42E-01 0.00E+00 0.00E+00 0.00E+00
63 0.00E+00 0.00E+00 5.17E-01 0.00E+00 0.00E+00 0.00E+00
64 0.00E+00 0.00E+00 5.82E-01 0.00E+00 0.00E+00 0.00E+00
65 0.00E+00 0.00E+00 6.35E-01 0.00E+00 0.00E+00 0.00E+00
66 0.00E+00 0.00E+00 6.76E-01 0.00E+00 0.00E+00 0.00E+00
67 0.00E+00 0.00E+00 7.03E-01 0.00E+00 0.00E+00 0.00E+00
68 0.00E+00 0.00E+00 7.16E-01 1.46E-03 0.00E+00 0.00E+00
69 0.00E+00 0.00E+00 4.36E-01 0.00E+00 0.00E+00 0.00E+00
70 0.00E+00 0.00E+00 5.30E-01 0.00E+00 0.00E+00 0.00E+00
71 0.00E+00 0.00E+00 6.17E-01 0.00E+00 0.00E+00 0.00E+00
72 0.00E+00 0.00E+00 6.92E-01 0.00E+00 0.00E+00 0.00E+00
73 0.00E+00 0.00E+00 7.54E-01 0.00E+00 0.00E+00 0.00E+00
74 0.00E+00 0.00E+00 8.02E-01 0.00E+00 0.00E+00 0.00E+00
75 0.00E+00 0.00E+00 8.37E-01 0.00E+00 0.00E+00 0.00E+00
76 0.00E+00 0.00E+00 8.57E-01 0.00E+00 0.00E+00 0.00E+00
---------------------------------------------------------------------------------------------------------------------------------------
Modo de vibrar : 2
-----------------------------
W = 9.55 [RAD/SEG] PERIODO = 0.65823 [SEG]
DESPLAZAMIENTOS
Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z
[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]
---------------------------------------------------------------------------------------------------------------------------------------
27 0.00E+00 0.00E+00 4.35E-06 1.93E-08 1.43E-03 0.00E+00
56 0.00E+00 0.00E+00 8.19E-08 0.00E+00 3.31E-05 0.00E+00
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57 0.00E+00 0.00E+00 3.06E-07 0.00E+00 1.23E-04 0.00E+00
58 0.00E+00 0.00E+00 6.41E-07 0.00E+00 2.56E-04 0.00E+00
59 0.00E+00 0.00E+00 1.06E-06 0.00E+00 4.19E-04 0.00E+00
60 0.00E+00 0.00E+00 1.33E-06 0.00E+00 6.00E-04 0.00E+00
61 0.00E+00 0.00E+00 -8.09E-06 0.00E+00 6.70E-04 0.00E+00
62 0.00E+00 0.00E+00 -5.81E-05 0.00E+00 8.05E-04 0.00E+00
63 0.00E+00 0.00E+00 1.91E-04 0.00E+00 9.26E-04 0.00E+00
64 0.00E+00 0.00E+00 -7.97E-05 0.00E+00 1.03E-03 0.00E+00
65 0.00E+00 0.00E+00 -3.92E-05 0.00E+00 1.11E-03 0.00E+00
66 0.00E+00 0.00E+00 -3.42E-05 0.00E+00 1.17E-03 0.00E+00
67 0.00E+00 0.00E+00 9.86E-05 0.00E+00 1.22E-03 0.00E+00
68 0.00E+00 0.00E+00 -2.21E-05 -3.32E-08 1.24E-03 0.00E+00
69 0.00E+00 0.00E+00 -9.90E-06 0.00E+00 7.91E-04 0.00E+00
70 0.00E+00 0.00E+00 -3.77E-05 0.00E+00 9.43E-04 0.00E+00
71 0.00E+00 0.00E+00 1.26E-04 0.00E+00 1.08E-03 0.00E+00
72 0.00E+00 0.00E+00 -5.95E-05 0.00E+00 1.19E-03 0.00E+00
73 0.00E+00 0.00E+00 -4.80E-05 0.00E+00 1.29E-03 0.00E+00
74 0.00E+00 0.00E+00 -1.70E-05 0.00E+00 1.36E-03 0.00E+00
75 0.00E+00 0.00E+00 6.62E-05 0.00E+00 1.40E-03 0.00E+00
76 0.00E+00 0.00E+00 -3.30E-05 0.00E+00 1.43E-03 0.00E+00
---------------------------------------------------------------------------------------------------------------------------------------
Modo de vibrar : 3
-----------------------------
W = 30.27 [RAD/SEG] PERIODO = 0.20758 [SEG]
DESPLAZAMIENTOS
Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z
[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]
---------------------------------------------------------------------------------------------------------------------------------------
27 0.00E+00 0.00E+00 -8.44E-01 -7.52E-03 -2.54E-08 0.00E+00
56 0.00E+00 0.00E+00 8.71E-02 0.00E+00 1.40E-10 0.00E+00
57 0.00E+00 0.00E+00 2.94E-01 0.00E+00 4.83E-10 0.00E+00
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58 0.00E+00 0.00E+00 5.44E-01 0.00E+00 9.17E-10 0.00E+00
59 0.00E+00 0.00E+00 7.66E-01 0.00E+00 1.35E-09 0.00E+00
60 0.00E+00 0.00E+00 9.05E-01 0.00E+00 1.93E-09 0.00E+00
61 0.00E+00 0.00E+00 9.29E-01 0.00E+00 1.86E-09 0.00E+00
62 0.00E+00 0.00E+00 8.95E-01 0.00E+00 1.68E-09 0.00E+00
63 0.00E+00 0.00E+00 7.42E-01 0.00E+00 6.49E-09 0.00E+00
64 0.00E+00 0.00E+00 5.32E-01 0.00E+00 -4.21E-09 0.00E+00
65 0.00E+00 0.00E+00 3.14E-01 0.00E+00 -3.88E-09 0.00E+00
66 0.00E+00 0.00E+00 1.25E-01 0.00E+00 3.52E-09 0.00E+00
67 0.00E+00 0.00E+00 -1.16E-02 0.00E+00 -3.23E-08 0.00E+00
68 0.00E+00 0.00E+00 -8.35E-02 -7.24E-03 -2.01E-08 0.00E+00
69 0.00E+00 0.00E+00 8.91E-01 0.00E+00 4.14E-09 0.00E+00
70 0.00E+00 0.00E+00 7.23E-01 0.00E+00 1.32E-08 0.00E+00
71 0.00E+00 0.00E+00 4.40E-01 0.00E+00 -2.05E-08 0.00E+00
72 0.00E+00 0.00E+00 1.12E-01 0.00E+00 -2.33E-08 0.00E+00
73 0.00E+00 0.00E+00 -2.05E-01 0.00E+00 -7.84E-09 0.00E+00
74 0.00E+00 0.00E+00 -4.74E-01 0.00E+00 1.01E-08 0.00E+00
75 0.00E+00 0.00E+00 -6.75E-01 0.00E+00 -6.56E-08 0.00E+00
76 0.00E+00 0.00E+00 -8.00E-01 0.00E+00 -4.73E-08 0.00E+00
---------------------------------------------------------------------------------------------------------------------------------------
Modo de vibrar : 4
-----------------------------
W = 34.45 [RAD/SEG] PERIODO = 0.18238 [SEG]
DESPLAZAMIENTOS
Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z
[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]
---------------------------------------------------------------------------------------------------------------------------------------
27 6.42E-01 -2.81E-07 -2.93E-15 -5.03E-17 -2.28E-14 3.44E-04
56 6.81E-02 0.00E+00 -3.98E-15 0.00E+00 -2.82E-15 0.00E+00
57 1.92E-01 0.00E+00 -6.17E-15 0.00E+00 -3.70E-15 0.00E+00
58 3.25E-01 0.00E+00 -1.51E-15 0.00E+00 2.32E-16 0.00E+00
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59 4.52E-01 0.00E+00 3.47E-15 0.00E+00 3.37E-15 0.00E+00
60 5.66E-01 0.00E+00 2.07E-15 0.00E+00 1.43E-15 0.00E+00
61 5.98E-01 0.00E+00 4.09E-16 0.00E+00 4.72E-16 0.00E+00
62 6.39E-01 0.00E+00 -8.32E-15 0.00E+00 -3.54E-16 0.00E+00
63 6.63E-01 0.00E+00 -1.30E-14 0.00E+00 1.91E-15 0.00E+00
64 6.74E-01 0.00E+00 -1.59E-14 0.00E+00 3.14E-15 0.00E+00
65 6.77E-01 0.00E+00 -1.17E-14 0.00E+00 7.92E-15 0.00E+00
66 6.76E-01 0.00E+00 -3.78E-15 0.00E+00 7.88E-15 0.00E+00
67 6.75E-01 0.00E+00 1.98E-15 0.00E+00 7.54E-15 0.00E+00
68 6.73E-01 6.63E-06 9.46E-16 -3.27E-17 -5.70E-15 3.51E-04
69 6.31E-01 0.00E+00 -3.00E-15 0.00E+00 -3.97E-15 0.00E+00
70 6.66E-01 0.00E+00 1.67E-15 0.00E+00 -2.03E-15 0.00E+00
71 6.78E-01 0.00E+00 1.87E-15 0.00E+00 4.37E-15 0.00E+00
72 6.77E-01 0.00E+00 -1.59E-15 0.00E+00 -4.91E-15 0.00E+00
73 6.70E-01 0.00E+00 -2.48E-15 0.00E+00 -4.11E-16 0.00E+00
74 6.60E-01 0.00E+00 -3.49E-15 0.00E+00 -5.64E-16 0.00E+00
75 6.51E-01 0.00E+00 -6.68E-15 0.00E+00 2.83E-15 0.00E+00
76 6.45E-01 0.00E+00 -6.71E-15 0.00E+00 2.52E-15 0.00E+00
---------------------------------------------------------------------------------------------------------------------------------------
Modo de vibrar : 5
-----------------------------
W = 45.02 [RAD/SEG] PERIODO = 0.13957 [SEG]
DESPLAZAMIENTOS
Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z
[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]
---------------------------------------------------------------------------------------------------------------------------------------
27 8.37E-13 -2.08E-16 1.07E-05 8.19E-08 2.62E-03 2.62E-14
56 -4.97E-12 0.00E+00 1.75E-06 0.00E+00 -1.17E-04 0.00E+00
57 -1.06E-11 0.00E+00 5.58E-06 0.00E+00 -3.80E-04 0.00E+00
58 -1.27E-11 0.00E+00 9.49E-06 0.00E+00 -6.62E-04 0.00E+00
59 -1.05E-11 0.00E+00 1.18E-05 0.00E+00 -8.61E-04 0.00E+00
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60 -5.01E-12 0.00E+00 1.10E-05 0.00E+00 -9.05E-04 0.00E+00
61 -3.66E-12 0.00E+00 2.26E-05 0.00E+00 -8.78E-04 0.00E+00
62 -7.45E-13 0.00E+00 4.77E-05 0.00E+00 -6.91E-04 0.00E+00
63 1.29E-12 0.00E+00 -5.94E-05 0.00E+00 -3.38E-04 0.00E+00
64 2.49E-12 0.00E+00 -1.68E-06 0.00E+00 9.33E-05 0.00E+00
65 3.04E-12 0.00E+00 -2.06E-05 0.00E+00 5.26E-04 0.00E+00
66 3.20E-12 0.00E+00 -3.73E-05 0.00E+00 9.04E-04 0.00E+00
67 3.17E-12 0.00E+00 1.01E-04 0.00E+00 1.19E-03 0.00E+00
68 3.12E-12 3.19E-16 -2.35E-05 -2.28E-07 1.38E-03 2.69E-14
69 -1.60E-12 0.00E+00 1.26E-05 0.00E+00 -7.16E-04 0.00E+00
70 9.87E-13 0.00E+00 -1.27E-05 0.00E+00 -3.34E-04 0.00E+00
71 2.50E-12 0.00E+00 5.32E-05 0.00E+00 2.22E-04 0.00E+00
72 2.98E-12 0.00E+00 -2.65E-05 0.00E+00 8.46E-04 0.00E+00
73 2.75E-12 0.00E+00 -5.98E-05 0.00E+00 1.45E-03 0.00E+00
74 2.15E-12 0.00E+00 -4.25E-05 0.00E+00 1.96E-03 0.00E+00
75 1.50E-12 0.00E+00 1.17E-04 0.00E+00 2.34E-03 0.00E+00
76 1.01E-12 0.00E+00 -5.66E-05 0.00E+00 2.57E-03 0.00E+00
---------------------------------------------------------------------------------------------------------------------------------------
Modo de vibrar : 6
-----------------------------
W = 78.48 [RAD/SEG] PERIODO = 0.08006 [SEG]
DESPLAZAMIENTOS
Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z
[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]
---------------------------------------------------------------------------------------------------------------------------------------
27 7.72E-13 -2.14E-16 8.14E-01 1.07E-02 7.51E-08 2.58E-14
56 -4.69E-12 0.00E+00 2.22E-01 0.00E+00 6.46E-09 0.00E+00
57 -9.89E-12 0.00E+00 6.53E-01 0.00E+00 1.90E-08 0.00E+00
58 -1.18E-11 0.00E+00 9.87E-01 0.00E+00 2.89E-08 0.00E+00
59 -9.87E-12 0.00E+00 1.02E+00 0.00E+00 3.02E-08 0.00E+00
60 -4.84E-12 0.00E+00 7.26E-01 0.00E+00 2.21E-08 0.00E+00
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DISEÑO ESTRUCTURAL
61 -3.59E-12 0.00E+00 5.48E-01 0.00E+00 1.75E-08 0.00E+00
62 -8.09E-13 0.00E+00 -4.70E-03 0.00E+00 5.07E-08 0.00E+00
63 1.17E-12 0.00E+00 -4.44E-01 0.00E+00 -1.02E-07 0.00E+00
64 2.36E-12 0.00E+00 -6.55E-01 0.00E+00 -3.28E-08 0.00E+00
65 2.92E-12 0.00E+00 -6.55E-01 0.00E+00 -1.40E-08 0.00E+00
66 3.09E-12 0.00E+00 -5.32E-01 0.00E+00 -8.95E-09 0.00E+00
67 3.07E-12 0.00E+00 -3.87E-01 0.00E+00 4.71E-08 0.00E+00
68 3.03E-12 3.03E-16 -2.97E-01 9.20E-03 8.02E-08 2.64E-14
69 -1.63E-12 0.00E+00 1.77E-01 0.00E+00 9.29E-09 0.00E+00
70 8.47E-13 0.00E+00 -3.57E-01 0.00E+00 1.61E-08 0.00E+00
71 2.34E-12 0.00E+00 -6.49E-01 0.00E+00 -3.47E-08 0.00E+00
72 2.85E-12 0.00E+00 -6.11E-01 0.00E+00 1.77E-09 0.00E+00
73 2.65E-12 0.00E+00 -3.25E-01 0.00E+00 -3.25E-08 0.00E+00
74 2.08E-12 0.00E+00 6.85E-02 0.00E+00 -1.07E-07 0.00E+00
75 1.43E-12 0.00E+00 4.41E-01 0.00E+00 2.95E-07 0.00E+00
76 9.47E-13 0.00E+00 7.04E-01 0.00E+00 2.01E-07 0.00E+00
---------------------------------------------------------------------------------------------------------------------------------------
Modo de vibrar : 7
-----------------------------
W = 94.15 [RAD/SEG] PERIODO = 0.06673 [SEG]
DESPLAZAMIENTOS
Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z
[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]
---------------------------------------------------------------------------------------------------------------------------------------
27 -4.85E-09 1.30E-12 8.92E-07 -1.37E-07 3.85E-03 -1.60E-10
56 3.00E-08 0.00E+00 -1.13E-05 0.00E+00 2.42E-04 0.00E+00
57 6.31E-08 0.00E+00 -3.18E-05 0.00E+00 6.80E-04 0.00E+00
58 7.49E-08 0.00E+00 -4.50E-05 0.00E+00 9.55E-04 0.00E+00
59 6.23E-08 0.00E+00 -4.14E-05 0.00E+00 8.60E-04 0.00E+00
60 3.02E-08 0.00E+00 -2.13E-05 0.00E+00 4.03E-04 0.00E+00
61 2.22E-08 0.00E+00 -1.35E-05 0.00E+00 1.74E-04 0.00E+00
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DISEÑO ESTRUCTURAL
62 4.78E-09 0.00E+00 9.34E-05 0.00E+00 -4.33E-04 0.00E+00
63 -7.59E-09 0.00E+00 -1.66E-04 0.00E+00 -7.78E-04 0.00E+00
64 -1.49E-08 0.00E+00 7.99E-05 0.00E+00 -7.31E-04 0.00E+00
65 -1.83E-08 0.00E+00 1.57E-05 0.00E+00 -3.52E-04 0.00E+00
66 -1.93E-08 0.00E+00 -3.70E-05 0.00E+00 1.99E-04 0.00E+00
67 -1.91E-08 0.00E+00 8.90E-05 0.00E+00 7.43E-04 0.00E+00
68 -1.89E-08 -1.91E-12 -5.80E-06 -5.89E-07 1.17E-03 -1.64E-10
69 9.90E-09 0.00E+00 1.20E-05 0.00E+00 -2.52E-04 0.00E+00
70 -5.63E-09 0.00E+00 8.10E-05 0.00E+00 -7.80E-04 0.00E+00
71 -1.49E-08 0.00E+00 -2.51E-05 0.00E+00 -8.31E-04 0.00E+00
72 -1.80E-08 0.00E+00 7.95E-05 0.00E+00 -3.09E-04 0.00E+00
73 -1.66E-08 0.00E+00 -5.13E-05 0.00E+00 6.30E-04 0.00E+00
74 -1.30E-08 0.00E+00 -1.28E-04 0.00E+00 1.73E-03 0.00E+00
75 -8.95E-09 0.00E+00 1.55E-04 0.00E+00 2.74E-03 0.00E+00
76 -5.94E-09 0.00E+00 -8.56E-05 0.00E+00 3.49E-03 0.00E+00
---------------------------------------------------------------------------------------------------------------------------------------
Modo de vibrar : 8
-----------------------------
W = 128.02 [RAD/SEG] PERIODO = 0.04908 [SEG]
DESPLAZAMIENTOS
Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z
[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]
---------------------------------------------------------------------------------------------------------------------------------------
27 -3.31E-11 1.24E-14 -7.88E-01 -1.56E-02 -8.59E-08 -1.34E-12
56 2.08E-10 0.00E+00 2.73E-01 0.00E+00 3.70E-08 0.00E+00
57 4.41E-10 0.00E+00 6.97E-01 0.00E+00 9.47E-08 0.00E+00
58 5.36E-10 0.00E+00 8.18E-01 0.00E+00 1.11E-07 0.00E+00
59 4.64E-10 0.00E+00 4.67E-01 0.00E+00 6.34E-08 0.00E+00
60 2.46E-10 0.00E+00 -1.84E-01 0.00E+00 -2.65E-08 0.00E+00
61 1.89E-10 0.00E+00 -4.28E-01 0.00E+00 -6.15E-08 0.00E+00
62 5.23E-11 0.00E+00 -6.90E-01 0.00E+00 -1.11E-07 0.00E+00
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DISEÑO ESTRUCTURAL
63 -5.04E-11 0.00E+00 -3.65E-01 0.00E+00 1.02E-07 0.00E+00
64 -1.14E-10 0.00E+00 2.02E-01 0.00E+00 -1.47E-08 0.00E+00
65 -1.44E-10 0.00E+00 6.71E-01 0.00E+00 -1.33E-07 0.00E+00
66 -1.54E-10 0.00E+00 9.05E-01 0.00E+00 -3.48E-07 0.00E+00
67 -1.53E-10 0.00E+00 9.61E-01 0.00E+00 2.76E-07 0.00E+00
68 -1.50E-10 -1.44E-14 9.73E-01 -1.25E-02 -3.67E-07 -1.37E-12
69 9.38E-11 0.00E+00 -7.77E-01 0.00E+00 -1.10E-07 0.00E+00
70 -2.91E-11 0.00E+00 -8.47E-01 0.00E+00 -1.42E-07 0.00E+00
71 -1.10E-10 0.00E+00 -3.13E-01 0.00E+00 2.01E-07 0.00E+00
72 -1.40E-10 0.00E+00 2.69E-01 0.00E+00 1.90E-07 0.00E+00
73 -1.32E-10 0.00E+00 4.86E-01 0.00E+00 1.08E-07 0.00E+00
74 -1.03E-10 0.00E+00 2.79E-01 0.00E+00 1.25E-07 0.00E+00
75 -6.84E-11 0.00E+00 -1.61E-01 0.00E+00 -4.97E-07 0.00E+00
76 -4.26E-11 0.00E+00 -5.80E-01 0.00E+00 -3.40E-07 0.00E+00
---------------------------------------------------------------------------------------------------------------------------------------
Modo de vibrar : 9
-----------------------------
W = 147.53 [RAD/SEG] PERIODO = 0.04259 [SEG]
DESPLAZAMIENTOS
Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z
[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]
---------------------------------------------------------------------------------------------------------------------------------------
27 7.86E-10 2.49E-13 1.46E-04 -1.02E-05 6.72E-03 2.61E-12
56 -5.78E-09 0.00E+00 -7.90E-05 0.00E+00 -2.89E-04 0.00E+00
57 -1.51E-08 0.00E+00 -1.92E-04 0.00E+00 -7.03E-04 0.00E+00
58 -1.87E-08 0.00E+00 -2.04E-04 0.00E+00 -7.44E-04 0.00E+00
59 -1.35E-08 0.00E+00 -8.37E-05 0.00E+00 -2.88E-04 0.00E+00
60 -2.15E-09 0.00E+00 8.83E-05 0.00E+00 3.89E-04 0.00E+00
61 -2.32E-11 0.00E+00 1.33E-04 0.00E+00 6.11E-04 0.00E+00
62 2.69E-09 0.00E+00 1.59E-04 0.00E+00 6.61E-04 0.00E+00
63 3.35E-09 0.00E+00 -5.05E-05 0.00E+00 -5.43E-07 0.00E+00
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DISEÑO ESTRUCTURAL
64 2.89E-09 0.00E+00 1.57E-04 0.00E+00 -7.45E-04 0.00E+00
65 2.16E-09 0.00E+00 3.67E-04 0.00E+00 -1.00E-03 0.00E+00
66 1.61E-09 0.00E+00 6.56E-04 0.00E+00 -6.12E-04 0.00E+00
67 1.30E-09 0.00E+00 1.14E-03 0.00E+00 1.83E-04 0.00E+00
68 1.17E-09 3.04E-13 1.35E-03 -1.05E-05 1.02E-03 2.40E-12
69 2.19E-09 0.00E+00 1.42E-04 0.00E+00 7.96E-04 0.00E+00
70 4.23E-09 0.00E+00 3.79E-05 0.00E+00 4.67E-04 0.00E+00
71 3.91E-09 0.00E+00 -6.18E-04 0.00E+00 -5.67E-04 0.00E+00
72 2.67E-09 0.00E+00 -5.28E-04 0.00E+00 -1.26E-03 0.00E+00
73 1.53E-09 0.00E+00 -5.86E-04 0.00E+00 -8.49E-04 0.00E+00
74 9.52E-10 0.00E+00 -6.22E-04 0.00E+00 7.25E-04 0.00E+00
75 7.75E-10 0.00E+00 1.83E-04 0.00E+00 2.94E-03 0.00E+00
76 7.75E-10 0.00E+00 -2.95E-05 0.00E+00 5.10E-03 0.00E+00
---------------------------------------------------------------------------------------------------------------------------------------
Modo de vibrar : 10
-----------------------------
W = 152.43 [RAD/SEG] PERIODO = 0.04122 [SEG]
DESPLAZAMIENTOS
Nudo Tras.X Tras.Y Tras.Z Rot.X Rot.Y Rot.Z
[phi] [phi] [phi] [phiRot] [phiRot] [phiRot]
---------------------------------------------------------------------------------------------------------------------------------------
27 2.51E-08 -6.43E-12 -3.67E-01 1.05E-02 5.18E-06 8.01E-10
56 -1.49E-07 0.00E+00 1.66E-01 0.00E+00 -2.49E-07 0.00E+00
57 -3.16E-07 0.00E+00 3.98E-01 0.00E+00 -5.95E-07 0.00E+00
58 -3.78E-07 0.00E+00 4.11E-01 0.00E+00 -6.12E-07 0.00E+00
59 -3.16E-07 0.00E+00 1.47E-01 0.00E+00 -2.08E-07 0.00E+00
60 -1.52E-07 0.00E+00 -2.11E-01 0.00E+00 3.63E-07 0.00E+00
61 -1.12E-07 0.00E+00 -3.20E-01 0.00E+00 5.46E-07 0.00E+00
62 -2.37E-08 0.00E+00 -3.66E-01 0.00E+00 5.56E-07 0.00E+00
63 3.83E-08 0.00E+00 -1.80E-01 0.00E+00 -2.61E-08 0.00E+00
64 7.50E-08 0.00E+00 -1.16E-01 0.00E+00 -4.66E-07 0.00E+00
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DISEÑO ESTRUCTURAL
65 9.22E-08 0.00E+00 -3.35E-01 0.00E+00 -3.93E-07 0.00E+00
66 9.71E-08 0.00E+00 -7.70E-01 0.00E+00 4.02E-07 0.00E+00
67 9.63E-08 0.00E+00 -1.25E+00 0.00E+00 -1.33E-06 0.00E+00
68 9.49E-08 9.63E-12 -1.64E+00 1.08E-02 1.13E-06 8.21E-10
69 -4.94E-08 0.00E+00 -3.19E-01 0.00E+00 6.47E-07 0.00E+00
70 2.86E-08 0.00E+00 2.33E-02 0.00E+00 2.35E-07 0.00E+00
71 7.48E-08 0.00E+00 6.02E-01 0.00E+00 -5.48E-07 0.00E+00
72 9.00E-08 0.00E+00 9.43E-01 0.00E+00 -1.13E-06 0.00E+00
73 8.35E-08 0.00E+00 8.77E-01 0.00E+00 -4.45E-07 0.00E+00
74 6.54E-08 0.00E+00 5.30E-01 0.00E+00 1.25E-06 0.00E+00
75 4.54E-08 0.00E+00 1.14E-01 0.00E+00 1.51E-06 0.00E+00
76 3.04E-08 0.00E+00 -2.15E-01 0.00E+00 3.33E-06 0.00E+00
---------------------------------------------------------------------------------------------------------------------------------------
CÁLCULO Y DIMENSIONAMIENTO DE LOS ELEMENTOS
Modelo estructural
Se chequea estructura de acero en programa RAM ADVANSE, de acuerdo
a los requerimientos de diseño anteriormente mencionados. El modelo se
considera empotrado en su base.
6 Resultados del Análisis CERCHA METALICA
Envolvente de tensiones principales en miembros
__________________________________________________________________________________________________________________
Nota.- ec es el estado de carga crítico
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DISEÑO ESTRUCTURAL
Envolvente de Tensiones Principales para :
CM=Carga Muerta
L=VIVAS
G=GRANI
WC=W COM
WS=W SUC
Sx=SISMO X
Sy=SISMO Y
id0=1.4CM
id1=1.2CM+1.6L
id2=1.2CM+1.6L+0.5WS
id3=1.2CM+L
id4=1.2CM+0.8G
id5=1.2CM+0.8WC
id6=1.2CM+L+1.6WS
id7=1.2CM+0.8G+1.6WS
id8=1.2CM+0.8WC
id9=1.2CM+L+1.6G
id10=1.2CM+L+1.6WC+0.5WS
id11=1.2CM+L+1.6G+0.5WS
id12=1.2CM+L+1.6WC
id13=1.2CM+L+Sx+0.3Sy
id14=1.2CM+L+0.3Sx+Sy
id15=0.9CM+1.6G
id16=0.9CM+1.6WC
id17=0.9CM-Sx-0.3Sy
id18=0.9CM-0.3Sx-Sy
MIEMBRO 1
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
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DISEÑO ESTRUCTURAL
0% Max 0.00 WC 0.01 id9 0.00 CM 0.05 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.05 id9 0.00
CM 0.00 CM
25% Max 0.00 WC 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00 CM 0.00 CM
Min -0.30 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00
CM 0.00 CM
50% Max 0.00 WC 0.01 id9 0.00 CM 0.01 id1 0.00 WC 0.00
CM 0.00 CM
Min -0.30 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id1 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.30 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id1 0.00
CM 0.00 CM
Min -0.30 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 2
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00
CM 0.00 CM
Min -0.25 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.25 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 L 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.25 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
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DISEÑO ESTRUCTURAL
Min -0.25 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00
CM 0.00 CM
Min -0.25 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00 CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 3
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.21 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.21 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00
CM 0.00 CM
Min -0.21 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.21 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00
CM 0.00 CM
Min -0.21 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 4
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
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DISEÑO ESTRUCTURAL
Min -0.11 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00
CM 0.00 CM
Min -0.11 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00 CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 6
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.06 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.06 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.06 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.06 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00
CM 0.00 CM
Min -0.06 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 7
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
8/9/2019 Memoria Cercha Metalica
31/124
DISEÑO ESTRUCTURAL
0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00
CM 0.00 CM
Min -0.02 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00 CM 0.00 CM
Min -0.02 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.02 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.02 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00
CM 0.00 CM
Min -0.02 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 8
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id15 0.00 id1 0.00
CM 0.00 CM
Min 0.00 CM 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00
CM 0.00 CM
25% Max 0.00 CM 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min 0.00 CM 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 CM 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min 0.00 CM 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 CM 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
-
8/9/2019 Memoria Cercha Metalica
32/124
DISEÑO ESTRUCTURAL
Min 0.00 CM 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 CM 0.00 id9 0.00 CM 0.00 id15 0.00 id1 0.00
CM 0.00 CM
Min 0.00 CM 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00 CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 9
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00
CM 0.00 CM
Min -0.02 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.02 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.02 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.02 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00
CM 0.00 CM
Min -0.02 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 10
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
8/9/2019 Memoria Cercha Metalica
33/124
DISEÑO ESTRUCTURAL
0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00
CM 0.00 CM
Min -0.06 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00 CM 0.00 CM
Min -0.06 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.06 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.06 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.06 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 11
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00
CM 0.00 CM
Min -0.11 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.11 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.11 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00
CM 0.00 CM
-
8/9/2019 Memoria Cercha Metalica
34/124
DISEÑO ESTRUCTURAL
Min -0.11 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.11 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00 CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 12
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id0 0.01 id1 0.00
CM 0.00 CM
Min -0.17 id9 0.00 WC 0.00 CM -0.01 id1 0.00 id0 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.17 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.17 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00
CM 0.00 CM
Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 13
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
8/9/2019 Memoria Cercha Metalica
35/124
DISEÑO ESTRUCTURAL
0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00
CM 0.00 CM
Min -0.21 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00 CM 0.00 CM
Min -0.21 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00
CM 0.00 CM
Min -0.21 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.21 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.21 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 14
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00
CM 0.00 CM
Min -0.25 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.25 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 L 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.25 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
-
8/9/2019 Memoria Cercha Metalica
36/124
DISEÑO ESTRUCTURAL
Min -0.25 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00
CM 0.00 CM
Min -0.25 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00 CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 15
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id1 0.00
CM 0.00 CM
Min -0.30 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.30 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.01 id9 0.00 CM 0.01 id1 0.00 WC 0.00
CM 0.00 CM
Min -0.30 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id1 0.00
CM 0.00 CM
75% Max 0.00 WC 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.30 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00
CM 0.00 CM
100% Max 0.00 WC 0.01 id9 0.00 CM 0.05 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.31 id9 0.00 WC 0.00 CM 0.00 WC -0.05 id9 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 16
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
8/9/2019 Memoria Cercha Metalica
37/124
DISEÑO ESTRUCTURAL
0% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00 CM 0.00 CM
Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 17
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.08 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
-
8/9/2019 Memoria Cercha Metalica
38/124
-
8/9/2019 Memoria Cercha Metalica
39/124
DISEÑO ESTRUCTURAL
0% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.26 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00 CM 0.00 CM
Min -0.26 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00
CM 0.00 CM
Min -0.26 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 L 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.26 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00
CM 0.00 CM
Min -0.26 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 20
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.23 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.23 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00
CM 0.00 CM
Min -0.23 id9 0.00 WC 0.00 CM 0.00 id9 0.00 L 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
-
8/9/2019 Memoria Cercha Metalica
40/124
DISEÑO ESTRUCTURAL
Min -0.23 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00
CM 0.00 CM
Min -0.23 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00 CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 21
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id0 0.00 id1 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id0 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 22
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
8/9/2019 Memoria Cercha Metalica
41/124
DISEÑO ESTRUCTURAL
0% Max 0.00 WC 0.01 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.14 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00 CM 0.00 CM
Min -0.14 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.14 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.14 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id0 0.01 id1 0.00
CM 0.00 CM
Min -0.14 id9 0.00 WC 0.00 CM -0.01 id1 0.00 id0 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 23
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.09 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 id0 0.00
CM 0.00 CM
Min -0.09 id9 0.00 WC 0.00 CM 0.00 id0 0.00 id1 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.09 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
-
8/9/2019 Memoria Cercha Metalica
42/124
DISEÑO ESTRUCTURAL
Min -0.09 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00
CM 0.00 CM
Min -0.09 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00 CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 24
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.04 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.04 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.04 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.04 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00
CM 0.00 CM
Min -0.04 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 25
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
8/9/2019 Memoria Cercha Metalica
43/124
DISEÑO ESTRUCTURAL
0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00
CM 0.00 CM
Min 0.00 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00 CM 0.00 CM
Min 0.00 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min 0.00 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min 0.00 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id0 0.01 id1 0.00
CM 0.00 CM
Min 0.00 id9 0.00 WC 0.00 CM -0.01 id1 0.00 id0 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 26
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id0 0.01 id1 0.00
CM 0.00 CM
Min 0.00 id9 0.00 WC 0.00 CM -0.01 id1 0.00 id0 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min 0.00 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min 0.00 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
-
8/9/2019 Memoria Cercha Metalica
44/124
DISEÑO ESTRUCTURAL
Min 0.00 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id15 0.00 L 0.00
CM 0.00 CM
Min 0.00 id9 0.00 WC 0.00 CM 0.00 L 0.00 id15 0.00 CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 27
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00
CM 0.00 CM
Min -0.04 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.04 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.04 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.04 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.04 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 28
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
8/9/2019 Memoria Cercha Metalica
45/124
DISEÑO ESTRUCTURAL
0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.01 id1 0.00
CM 0.00 CM
Min -0.09 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00 CM 0.00 CM
Min -0.09 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.09 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 id0 0.00
CM 0.00 CM
Min -0.09 id9 0.00 WC 0.00 CM 0.00 id0 0.00 id1 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.09 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 29
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id0 0.01 id1 0.00
CM 0.00 CM
Min -0.14 id9 0.00 WC 0.00 CM -0.01 id1 0.00 id0 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.14 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.14 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id1 0.00 WC 0.00
CM 0.00 CM
-
8/9/2019 Memoria Cercha Metalica
46/124
DISEÑO ESTRUCTURAL
Min -0.14 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00
CM 0.00 CM
100% Max 0.00 WC 0.01 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.14 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00 CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 30
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id0 0.00 id1 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id0 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 31
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
8/9/2019 Memoria Cercha Metalica
47/124
DISEÑO ESTRUCTURAL
0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00
CM 0.00 CM
Min -0.23 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.00 id9 0.00 CM 0.00 CM
Min -0.23 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00
CM 0.00 CM
Min -0.23 id9 0.00 WC 0.00 CM 0.00 id9 0.00 L 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.23 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.23 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 32
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id15 0.00 CM 0.00 id15 0.00 id1 0.00
CM 0.00 CM
Min -0.26 id9 0.00 WC 0.00 CM 0.00 id1 0.00 id15 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id15 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.26 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00
CM 0.00 CM
Min -0.26 id9 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
-
8/9/2019 Memoria Cercha Metalica
48/124
DISEÑO ESTRUCTURAL
Min -0.26 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.26 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00 CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 33
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id15 0.00 CM 0.01 id9 0.00 L 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 L -0.01 id9 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 id1 0.00 WC 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC 0.00 id1 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id1 0.00 WC 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id1 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.19 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 34
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
8/9/2019 Memoria Cercha Metalica
49/124
DISEÑO ESTRUCTURAL
0% Max 0.00 WC 0.01 id9 0.00 CM 0.02 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.01 id1 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00 CM 0.00 CM
Min -0.01 id1 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 L 0.00 id15 0.00
CM 0.00 CM
Min -0.01 id1 0.00 WC 0.00 CM 0.00 id15 0.00 L 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.01 id1 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.01 id1 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 35
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.29 id9 0.01 id9 0.00 CM 0.04 id9 0.00 WC 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.04 id9 0.00
CM 0.00 CM
25% Max 0.29 id9 0.01 id9 0.00 CM 0.02 id9 0.00 WC 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00
CM 0.00 CM
50% Max 0.29 id9 0.00 id9 0.00 CM 0.00 id1 0.00 id0 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 id0 0.00 id1 0.00
CM 0.00 CM
75% Max 0.30 id9 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
-
8/9/2019 Memoria Cercha Metalica
50/124
DISEÑO ESTRUCTURAL
Min 0.00 WC 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.30 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00 CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 36
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.31 id9 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00
CM 0.00 CM
25% Max 0.31 id9 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
50% Max 0.31 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.31 id9 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.31 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 37
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
8/9/2019 Memoria Cercha Metalica
51/124
DISEÑO ESTRUCTURAL
0% Max 0.30 id9 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00
CM 0.00 CM
25% Max 0.30 id9 0.01 id9 0.00 CM 0.01 id9 0.00 WC 0.00 CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
50% Max 0.30 id9 0.00 id9 0.00 CM 0.00 L 0.00 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 L 0.00
CM 0.00 CM
75% Max 0.30 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.30 id9 0.00 id1 0.00 CM 0.00 WC 0.03 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM -0.03 id9 0.00 WC 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 38
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.28 id9 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00
CM 0.00 CM
25% Max 0.28 id9 0.01 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
50% Max 0.28 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.28 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00
CM 0.00 CM
-
8/9/2019 Memoria Cercha Metalica
52/124
DISEÑO ESTRUCTURAL
Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.28 id9 0.00 id1 0.00 CM 0.00 WC 0.03 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM -0.03 id9 0.00 WC 0.00 CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 39
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.24 id9 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00
CM 0.00 CM
25% Max 0.24 id9 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
50% Max 0.24 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.24 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.24 id9 0.00 id1 0.00 CM 0.00 WC 0.03 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM -0.03 id9 0.00 WC 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 40
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
-
8/9/2019 Memoria Cercha Metalica
53/124
DISEÑO ESTRUCTURAL
0% Max 0.17 id9 0.00 id9 0.00 CM 0.03 id9 0.00 WC 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00
CM 0.00 CM
25% Max 0.17 id9 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00 CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
50% Max 0.17 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.17 id9 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
100% Max 0.17 id9 0.00 id1 0.00 CM 0.00 WC 0.02 id1 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM -0.02 id1 0.00 WC 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 41
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.06 id9 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
25% Max 0.06 id9 0.00 id9 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
50% Max 0.06 id9 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min 0.00 WC 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.06 id9 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
-
8/9/2019 Memoria Cercha Metalica
54/124
-
8/9/2019 Memoria Cercha Metalica
55/124
DISEÑO ESTRUCTURAL
0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id1 0.00
CM 0.00 CM
Min -0.17 id9 0.00 WC 0.00 CM -0.01 id1 0.00 WC 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00 CM 0.00 CM
Min -0.17 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.17 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.02 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.17 id9 0.00 WC 0.00 CM 0.00 WC -0.02 id9 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 44
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id1 0.00
CM 0.00 CM
Min -0.25 id9 0.00 WC 0.00 CM -0.02 id1 0.00 WC 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.24 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.24 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
-
8/9/2019 Memoria Cercha Metalica
56/124
DISEÑO ESTRUCTURAL
Min -0.24 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
100% Max 0.00 WC 0.00 id9 0.00 CM 0.03 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.24 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00 CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 45
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
0% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.02 id9 0.00
CM 0.00 CM
Min -0.29 id9 0.00 WC 0.00 CM -0.02 id9 0.00 WC 0.00
CM 0.00 CM
25% Max 0.00 WC 0.00 id1 0.00 CM 0.00 WC 0.01 id9 0.00
CM 0.00 CM
Min -0.29 id9 0.00 WC 0.00 CM -0.01 id9 0.00 WC 0.00
CM 0.00 CM
50% Max 0.00 WC 0.00 id9 0.00 CM 0.00 WC 0.00 id9 0.00
CM 0.00 CM
Min -0.29 id9 0.00 WC 0.00 CM 0.00 id9 0.00 WC 0.00
CM 0.00 CM
75% Max 0.00 WC 0.00 id9 0.00 CM 0.01 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.29 id9 0.00 WC 0.00 CM 0.00 WC -0.01 id9 0.00
CM 0.00 CM
100% Max 0.00 WC 0.01 id9 0.00 CM 0.03 id9 0.00 WC 0.00
CM 0.00 CM
Min -0.29 id9 0.00 WC 0.00 CM 0.00 WC -0.03 id9 0.00
CM 0.00 CM
------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
MIEMBRO 46
Flexión
Estación Axial ec Corte V2 ec Corte V3 ec 2-Pos ec 2-Neg ec 3-Pos ec 3-Neg ec
[Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2] [Ton/cm2]
------------------------------------------------------------------------------------------------------------------------
