CONSORCIO DISEOS TOLIMA

VIADUCTO 1 PALOCABILDO - TOLIMA

MEMORIA DE CLCULO Y DISEO ESTRUCTURAL

JULIO DE 2012

CONSORCIO DISEOS TOLIMA

DESCRIPCIN DEL PROYECTO El presente documento contiene las memorias de clculo y diseo estructural correspondiente a un viaducto que hace parte de la PTAP del acueducto del municipio de Palocabildo, departamento del Tolima. CONSIDERACIONES DE DISEO El diseo de toda la estructura se realiz siguiendo los lineamientos de la Norma Colombiana de Diseo y Construccin Sismo Resistente Ley 400 de 1997 y Decreto 926 de 2010. MATERIALES Los materiales utilizados son: Acero :Grado 50 Soldadura: E70 ANALISIS ESTRUCTURAL Se usa el programa Sap 2000 v.14 Ing. JOHN FREDDY FONSECA LUCERO M.P. 15202102714BYC

PROYECTO: Viaducto tipo 1 FECHA: julio de 2012LOCALIZACIN: Palocabildo INGENIERO: JFFL

AVALUO DE CARGAS

CARGAS MUERTAStuberia: 6 in

Wtuberia: 29.04 kg/m

Wagua: 18.24 kg/m

= 47.28 kg/m

CARGAS VIVAS

Pendiente 0 %0.00

Carga viva 50.00 kgf/m2 0.5 kN/m2

CARGAS POR VIENTO

Carga por viento 83.44 kgf/m2 0.83 kN/m2

rea de aferencia: 0.5 m2

Cargas en nudos intermediosMuerta: 47.3 kgf 0.47 kN 0.24 kN en cada nudo por cercha

Viva: 25.0 kgf 0.25 kN 0.13 kN en cada nudo por cerchaViento: 41.7 kgf 0.42 kN 0.21 kN en cada nudo por cercha

Cargas en nudos ExternosMuerta: 23.6 kgf 0.24 kN 0.12 kN en cada nudo por cercha

Viva: 12.5 kgf 0.13 kN 0.06 kN en cada nudo por cerchaViento: 20.9 kgf 0.21 kN 0.10 kN en cada nudo por cercha

Cargas Puntuales en nudos de la cercha principal

PROYECTO: Viaducto tipo 1 FECHA: julio de 2012LOCALIZACIN: Palocabildo INGENIERO: JFFL

Ciudad= Palocabildo TolimaAltura: 1500 m.s.n.m.

Regin= 3Velocidad del viento= 100 KPH

Cpbarlovento= 1.6

Cpsotavento= 1.6

q= 0.62 kN/m2

S4= 0.841

pbarlovento= 0.834 kN/m2

83.44 kgf/m2

psotavento= 0.834 kN/m2

83.44 kgf/m2

Barlovento: direccin de donde viene el viento.

Sotavento: direccin hacia donde va el viento.

ANALISIS SIMPLEPRESION PRODUCIDA POR EL VIENTO

PROYECTO: Viaducto tipo 1 FECHA: julio de 2012LOCALIZACIN: Palocabildo INGENIERO: JFFL

Fuente: google mas

DATOS DE ENTRADA Modelo 1.SDB SAP2000 v14.0.0

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Table: Case - Static 1 - Load Assignments

Table: Case - Static 1 - Load Assignments Case LoadType LoadName LoadSF

DEAD Load pattern MUERTA 1.000000 VIVA Load pattern VIVA 1.000000

VIENTO Load pattern VIENTO 1.000000

Table: Frame Section Properties 01 - General, Part 1 of 6

Table: Frame Section Properties 01 - General, Part 1 of 6 SectionName Material Shape t3 t2 tf tw

m m m m L2X2X3/8 A992Fy50 Angle 0.050800 0.050800 0.009525 0.009525 L3X3X3/8 A992Fy50 Angle 0.076200 0.076200 0.009525 0.009525

Table: Frame Section Properties 01 - General, Part 2 of 6

Table: Frame Section Properties 01 - General, Part 2 of 6 SectionName Area TorsConst I33 I22 AS2 AS3 S33

m2 m4 m4 m4 m2 m2 m3 L2X2X3/8 0.000877 2.664E-08 1.994E-07 1.994E-07 0.000484 0.000484 5.755E-06 L3X3X3/8 0.001361 4.287E-08 7.326E-07 7.326E-07 0.000726 0.000726 0.000014

Table: Frame Section Properties 01 - General, Part 3 of 6

Table: Frame Section Properties 01 - General, Part 3 of 6 SectionName S22 Z33 Z22 R33 R22 ConcCol ConcBeam

m3 m3 m3 m m L2X2X3/8 5.755E-06 0.000010 0.000010 0.015074 0.015074 No No L3X3X3/8 0.000014 0.000025 0.000025 0.023198 0.023198 No No

Table: Frame Section Properties 01 - General, Part 4 of 6

Table: Frame Section Properties 01 - General, Part 4 of 6 SectionName Color TotalWt TotalMass FromFile AMod A2Mod A3Mod

KN KN-s2/m L2X2X3/8 Yellow 14.982 1.53 Yes 1.000000 1.000000 1.000000 L3X3X3/8 Yellow 0.000 0.00 Yes 1.000000 1.000000 1.000000

Table: Frame Section Properties 01 - General, Part 5 of 6

Table: Frame Section Properties 01 - General, Part 5 of 6 SectionName JMod I2Mod I3Mod MMod WMod SectInFile

L2X2X3/8 1.000000 1.000000 1.000000 1.000000 1.000000 L2X2X3/8 L3X3X3/8 1.000000 1.000000 1.000000 1.000000 1.000000 L3X3X3/8

DATOS DE ENTRADA Modelo 1.SDB SAP2000 v14.0.0

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Table: Frame Section Properties 01 - General, Part 6 of 6 Table: Frame Section Properties 01 - General, Part 6 of 6

SectionName FileName GUID Notes

L2X2X3/8 c:\program files (x86)\computers and structures\sap2000 14\aisclrfd2.pro

Imported 09/07/2012 12:01:49 p.m. from AISCLRFD2.pro

L3X3X3/8 c:\program files (x86)\computers and structures\sap2000 14\aisclrfd2.pro

Imported 09/07/2012 11:11:03 a.m. from AISCLRFD2.pro

Table: Joint Loads - Force, Part 1 of 2

Table: Joint Loads - Force, Part 1 of 2 Joint LoadPat CoordSys F1 F2 F3 M1 M2

KN KN KN KN-m KN-m 3 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 3 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 3 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 4 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 4 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 4 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 30 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 30 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 30 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 31 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 31 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 31 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 32 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 32 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 32 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 33 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 33 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 33 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 34 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 34 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 34 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 35 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 35 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 35 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 36 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 36 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 36 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 37 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 37 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 37 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 38 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 38 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 38 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 39 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 39 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 39 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 40 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 40 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 40 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 41 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 41 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 41 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000

DATOS DE ENTRADA Modelo 1.SDB SAP2000 v14.0.0

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Table: Joint Loads - Force, Part 1 of 2 Joint LoadPat CoordSys F1 F2 F3 M1 M2

KN KN KN KN-m KN-m 42 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 42 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 42 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 43 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 43 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 43 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 44 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 44 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 44 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 45 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 45 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 45 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 46 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 46 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 46 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 47 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 47 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 47 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 48 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 48 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 48 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 49 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 49 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 49 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 50 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 50 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 50 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 51 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 51 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 51 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 52 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 52 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 52 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 53 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 53 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 53 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 54 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 54 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 54 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 57 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 57 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 57 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 58 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 58 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 58 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 84 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 84 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 84 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 85 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 85 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 85 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 86 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 86 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 86 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000

DATOS DE ENTRADA Modelo 1.SDB SAP2000 v14.0.0

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Table: Joint Loads - Force, Part 1 of 2 Joint LoadPat CoordSys F1 F2 F3 M1 M2

KN KN KN KN-m KN-m 87 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 87 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 87 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 88 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 88 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 88 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 89 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 89 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 89 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 90 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 90 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 90 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 91 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 91 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 91 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 92 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 92 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 92 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 93 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 93 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 93 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 94 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 94 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 94 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 95 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 95 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 95 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 96 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 96 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 96 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 97 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 97 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 97 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 98 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 98 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 98 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 99 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 99 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 99 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 100 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 100 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 100 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 101 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 101 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 101 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 102 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 102 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 102 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 103 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 103 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 103 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 104 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 104 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 104 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000

DATOS DE ENTRADA Modelo 1.SDB SAP2000 v14.0.0

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Table: Joint Loads - Force, Part 1 of 2 Joint LoadPat CoordSys F1 F2 F3 M1 M2

KN KN KN KN-m KN-m 105 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 105 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 105 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 106 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 106 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 106 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 107 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 107 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 107 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 108 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 108 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 108 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000

Table: Joint Loads - Force, Part 2 of 2

Table: Joint Loads - Force, Part 2 of 2 Joint LoadPat M3 GUID

KN-m 3 MUERTA 0.0000 3 VIVA 0.0000 3 VIENTO 0.0000 4 MUERTA 0.0000 4 VIVA 0.0000 4 VIENTO 0.0000 30 MUERTA 0.0000 30 VIVA 0.0000 30 VIENTO 0.0000 31 MUERTA 0.0000 31 VIVA 0.0000 31 VIENTO 0.0000 32 MUERTA 0.0000 32 VIVA 0.0000 32 VIENTO 0.0000 33 MUERTA 0.0000 33 VIVA 0.0000 33 VIENTO 0.0000 34 MUERTA 0.0000 34 VIVA 0.0000 34 VIENTO 0.0000 35 MUERTA 0.0000 35 VIVA 0.0000 35 VIENTO 0.0000 36 MUERTA 0.0000 36 VIVA 0.0000 36 VIENTO 0.0000 37 MUERTA 0.0000 37 VIVA 0.0000 37 VIENTO 0.0000 38 MUERTA 0.0000 38 VIVA 0.0000 38 VIENTO 0.0000 39 MUERTA 0.0000 39 VIVA 0.0000

DATOS DE ENTRADA Modelo 1.SDB SAP2000 v14.0.0

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Table: Joint Loads - Force, Part 2 of 2 Joint LoadPat M3 GUID

KN-m 39 VIENTO 0.0000 40 MUERTA 0.0000 40 VIVA 0.0000 40 VIENTO 0.0000 41 MUERTA 0.0000 41 VIVA 0.0000 41 VIENTO 0.0000 42 MUERTA 0.0000 42 VIVA 0.0000 42 VIENTO 0.0000 43 MUERTA 0.0000 43 VIVA 0.0000 43 VIENTO 0.0000 44 MUERTA 0.0000 44 VIVA 0.0000 44 VIENTO 0.0000 45 MUERTA 0.0000 45 VIVA 0.0000 45 VIENTO 0.0000 46 MUERTA 0.0000 46 VIVA 0.0000 46 VIENTO 0.0000 47 MUERTA 0.0000 47 VIVA 0.0000 47 VIENTO 0.0000 48 MUERTA 0.0000 48 VIVA 0.0000 48 VIENTO 0.0000 49 MUERTA 0.0000 49 VIVA 0.0000 49 VIENTO 0.0000 50 MUERTA 0.0000 50 VIVA 0.0000 50 VIENTO 0.0000 51 MUERTA 0.0000 51 VIVA 0.0000 51 VIENTO 0.0000 52 MUERTA 0.0000 52 VIVA 0.0000 52 VIENTO 0.0000 53 MUERTA 0.0000 53 VIVA 0.0000 53 VIENTO 0.0000 54 MUERTA 0.0000 54 VIVA 0.0000 54 VIENTO 0.0000 57 MUERTA 0.0000 57 VIVA 0.0000 57 VIENTO 0.0000 58 MUERTA 0.0000 58 VIVA 0.0000 58 VIENTO 0.0000 84 MUERTA 0.0000 84 VIVA 0.0000

DATOS DE ENTRADA Modelo 1.SDB SAP2000 v14.0.0

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Table: Joint Loads - Force, Part 2 of 2 Joint LoadPat M3 GUID

KN-m 84 VIENTO 0.0000 85 MUERTA 0.0000 85 VIVA 0.0000 85 VIENTO 0.0000 86 MUERTA 0.0000 86 VIVA 0.0000 86 VIENTO 0.0000 87 MUERTA 0.0000 87 VIVA 0.0000 87 VIENTO 0.0000 88 MUERTA 0.0000 88 VIVA 0.0000 88 VIENTO 0.0000 89 MUERTA 0.0000 89 VIVA 0.0000 89 VIENTO 0.0000 90 MUERTA 0.0000 90 VIVA 0.0000 90 VIENTO 0.0000 91 MUERTA 0.0000 91 VIVA 0.0000 91 VIENTO 0.0000 92 MUERTA 0.0000 92 VIVA 0.0000 92 VIENTO 0.0000 93 MUERTA 0.0000 93 VIVA 0.0000 93 VIENTO 0.0000 94 MUERTA 0.0000 94 VIVA 0.0000 94 VIENTO 0.0000 95 MUERTA 0.0000 95 VIVA 0.0000 95 VIENTO 0.0000 96 MUERTA 0.0000 96 VIVA 0.0000 96 VIENTO 0.0000 97 MUERTA 0.0000 97 VIVA 0.0000 97 VIENTO 0.0000 98 MUERTA 0.0000 98 VIVA 0.0000 98 VIENTO 0.0000 99 MUERTA 0.0000 99 VIVA 0.0000 99 VIENTO 0.0000 100 MUERTA 0.0000 100 VIVA 0.0000 100 VIENTO 0.0000 101 MUERTA 0.0000 101 VIVA 0.0000 101 VIENTO 0.0000 102 MUERTA 0.0000 102 VIVA 0.0000

DATOS DE ENTRADA Modelo 1.SDB SAP2000 v14.0.0

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Table: Joint Loads - Force, Part 2 of 2 Joint LoadPat M3 GUID

KN-m 102 VIENTO 0.0000 103 MUERTA 0.0000 103 VIVA 0.0000 103 VIENTO 0.0000 104 MUERTA 0.0000 104 VIVA 0.0000 104 VIENTO 0.0000 105 MUERTA 0.0000 105 VIVA 0.0000 105 VIENTO 0.0000 106 MUERTA 0.0000 106 VIVA 0.0000 106 VIENTO 0.0000 107 MUERTA 0.0000 107 VIVA 0.0000 107 VIENTO 0.0000 108 MUERTA 0.0000 108 VIVA 0.0000 108 VIENTO 0.0000

Table: Joint Restraint Assignments

Table: Joint Restraint Assignments Joint U1 U2 U3 R1 R2 R3

1 Yes Yes Yes No No No 2 No No Yes No No No 55 Yes Yes Yes No No No 56 No No Yes No No No

Table: Load Case Definitions, Part 1 of 2

Table: Load Case Definitions, Part 1 of 2 Case Type InitialCond ModalCase BaseCase DesTypeOpt DesignType AutoType

DEAD LinStatic Zero Prog Det DEAD None

MODAL LinModal Zero Prog Det OTHER None VIVA LinStatic Zero Prog Det LIVE None

VIENTO LinStatic Zero Prog Det WIND None

Table: Load Case Definitions, Part 2 of 2

Table: Load Case Definitions, Part 2 of 2 Case RunCase CaseStatus GUID Notes

DEAD Yes Finished

MODAL Yes Finished VIVA Yes Finished

VIENTO Yes Finished

DATOS DE ENTRADA Modelo 1.SDB SAP2000 v14.0.0

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Table: Load Pattern Definitions Table: Load Pattern Definitions

LoadPat DesignType SelfWtMult AutoLoad GUID Notes

MUERTA DEAD 1.000000 VIVA LIVE 0.000000

VIENTO WIND 0.000000 None

Table: Material List 2 - By Section Property

Table: Material List 2 - By Section Property Section ObjectType NumPieces TotalLength TotalWeight

m KN L2X2X3/8 Frame 264 221.83201 14.982

Table: Material Properties 03a - Steel Data, Part 1 of 2

Table: Material Properties 03a - Steel Data, Part 1 of 2 Material Fy Fu EffFy EffFu SSCurveOpt SSHysType SHard SMax

KN/m2 KN/m2 KN/m2 KN/m2 A992Fy50 344737.89 448159.26 379211.68 492975.19 Simple Kinematic 0.015000 0.110000

Table: Material Properties 03a - Steel Data, Part 2 of 2

Table: Material Properties 03a - Steel Data, Part 2 of 2

Material SRup FinalSlope

A992Fy50 0.170000 -0.100000

DISEO D EELEMENTOS Modelo 1.SDB SAP2000 v14.0.

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Table: Steel Design 1 - Summary Data - AISC-LRFD99, Part 1 of 2

Table: Steel Design 1 - Summary Data - AISC-LRFD99, Part 1 of 2 Frame DesignSect DesignType Status Ratio RatioType

3 L2X2X3/8 Column No Messages 0.025609 PMM 4 L2X2X3/8 Column No Messages 0.025538 PMM 5 L2X2X3/8 Beam No Messages 0.039279 PMM 6 L2X2X3/8 Beam No Messages 0.038022 PMM 7 L2X2X3/8 Beam No Messages 0.073860 PMM 8 L2X2X3/8 Beam No Messages 0.076936 PMM 9 L2X2X3/8 Beam No Messages 0.106175 PMM

10 L2X2X3/8 Beam No Messages 0.108275 PMM 11 L2X2X3/8 Beam No Messages 0.237150 PMM 12 L2X2X3/8 Beam No Messages 0.238203 PMM 13 L2X2X3/8 Beam No Messages 0.270518 PMM 14 L2X2X3/8 Beam No Messages 0.271100 PMM 15 L2X2X3/8 Beam No Messages 0.290803 PMM 16 L2X2X3/8 Beam No Messages 0.291710 PMM 17 L2X2X3/8 Beam No Messages 0.298278 PMM 18 L2X2X3/8 Beam No Messages 0.298278 PMM 19 L2X2X3/8 Beam No Messages 0.291710 PMM 20 L2X2X3/8 Beam No Messages 0.290803 PMM 21 L2X2X3/8 Beam No Messages 0.271100 PMM 22 L2X2X3/8 Beam No Messages 0.270518 PMM 23 L2X2X3/8 Beam No Messages 0.238203 PMM 24 L2X2X3/8 Beam No Messages 0.237150 PMM 25 L2X2X3/8 Beam No Messages 0.108275 PMM 26 L2X2X3/8 Beam No Messages 0.106175 PMM 27 L2X2X3/8 Beam No Messages 0.076936 PMM 28 L2X2X3/8 Beam No Messages 0.073860 PMM 29 L2X2X3/8 Beam No Messages 0.038022 PMM 30 L2X2X3/8 Beam No Messages 0.039279 PMM 31 L2X2X3/8 Beam No Messages 0.020012 PMM 32 L2X2X3/8 Beam No Messages 0.080669 PMM 33 L2X2X3/8 Beam No Messages 0.082682 PMM 34 L2X2X3/8 Beam No Messages 0.253901 PMM 35 L2X2X3/8 Beam No Messages 0.254691 PMM 36 L2X2X3/8 Beam No Messages 0.342464 PMM 37 L2X2X3/8 Beam No Messages 0.342308 PMM 38 L2X2X3/8 Beam No Messages 0.408566 PMM 39 L2X2X3/8 Beam No Messages 0.407744 PMM 40 L2X2X3/8 Beam No Messages 0.452080 PMM 41 L2X2X3/8 Beam No Messages 0.452630 PMM 42 L2X2X3/8 Beam No Messages 0.474351 PMM 43 L2X2X3/8 Beam No Messages 0.474855 PMM 44 L2X2X3/8 Beam No Messages 0.474855 PMM 45 L2X2X3/8 Beam No Messages 0.474351 PMM 46 L2X2X3/8 Beam No Messages 0.452630 PMM 47 L2X2X3/8 Beam No Messages 0.452080 PMM 48 L2X2X3/8 Beam No Messages 0.407744 PMM 49 L2X2X3/8 Beam No Messages 0.408566 PMM 50 L2X2X3/8 Beam No Messages 0.342308 PMM 51 L2X2X3/8 Beam No Messages 0.342464 PMM 52 L2X2X3/8 Beam No Messages 0.254691 PMM

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Table: Steel Design 1 - Summary Data - AISC-LRFD99, Part 1 of 2 Frame DesignSect DesignType Status Ratio RatioType

53 L2X2X3/8 Beam No Messages 0.253901 PMM 54 L2X2X3/8 Beam No Messages 0.082682 PMM 55 L2X2X3/8 Beam No Messages 0.080669 PMM 56 L2X2X3/8 Beam No Messages 0.020012 PMM 57 L2X2X3/8 Column No Messages 0.024299 PMM 58 L2X2X3/8 Column No Messages 0.025618 PMM 59 L2X2X3/8 Column No Messages 0.019974 PMM 60 L2X2X3/8 Column No Messages 0.021788 PMM 61 L2X2X3/8 Column No Messages 0.016002 PMM 62 L2X2X3/8 Column No Messages 0.017833 PMM 63 L2X2X3/8 Column No Messages 0.012043 PMM 64 L2X2X3/8 Column No Messages 0.013874 PMM 65 L2X2X3/8 Column No Messages 0.008085 PMM 66 L2X2X3/8 Column No Messages 0.009916 PMM 67 L2X2X3/8 Column No Messages 0.004126 PMM 68 L2X2X3/8 Column No Messages 0.006167 PMM 69 L2X2X3/8 Column No Messages 0.000507 PMM 70 L2X2X3/8 Column No Messages 0.006103 PMM 71 L2X2X3/8 Column No Messages 0.004052 PMM 72 L2X2X3/8 Column No Messages 0.009842 PMM 73 L2X2X3/8 Column No Messages 0.008011 PMM 74 L2X2X3/8 Column No Messages 0.013800 PMM 75 L2X2X3/8 Column No Messages 0.011969 PMM 76 L2X2X3/8 Column No Messages 0.017758 PMM 77 L2X2X3/8 Column No Messages 0.015928 PMM 78 L2X2X3/8 Column No Messages 0.021714 PMM 79 L2X2X3/8 Column No Messages 0.019900 PMM 80 L2X2X3/8 Column No Messages 0.025544 PMM 81 L2X2X3/8 Column No Messages 0.024224 PMM 82 L2X2X3/8 Brace No Messages 0.223195 PMM 83 L2X2X3/8 Brace No Messages 0.035442 PMM 84 L2X2X3/8 Brace No Messages 0.099192 PMM 85 L2X2X3/8 Brace No Messages 0.033730 PMM 86 L2X2X3/8 Brace No Messages 0.085005 PMM 87 L2X2X3/8 Brace No Messages 0.031482 PMM 88 L2X2X3/8 Brace No Messages 0.070119 PMM 89 L2X2X3/8 Brace No Messages 0.028555 PMM 90 L2X2X3/8 Brace No Messages 0.054550 PMM 91 L2X2X3/8 Brace No Messages 0.024945 PMM 92 L2X2X3/8 Brace No Messages 0.038297 PMM 93 L2X2X3/8 Brace No Messages 0.020652 PMM 94 L2X2X3/8 Brace No Messages 0.021362 PMM 95 L2X2X3/8 Brace No Messages 0.021362 PMM 96 L2X2X3/8 Brace No Messages 0.020652 PMM 97 L2X2X3/8 Brace No Messages 0.038297 PMM 98 L2X2X3/8 Brace No Messages 0.024945 PMM 99 L2X2X3/8 Brace No Messages 0.054550 PMM 100 L2X2X3/8 Brace No Messages 0.028555 PMM 101 L2X2X3/8 Brace No Messages 0.070119 PMM 102 L2X2X3/8 Brace No Messages 0.031482 PMM 103 L2X2X3/8 Brace No Messages 0.085005 PMM 104 L2X2X3/8 Brace No Messages 0.033730 PMM 105 L2X2X3/8 Brace No Messages 0.099192 PMM 106 L2X2X3/8 Brace No Messages 0.035442 PMM

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Table: Steel Design 1 - Summary Data - AISC-LRFD99, Part 1 of 2 Frame DesignSect DesignType Status Ratio RatioType

107 L2X2X3/8 Brace No Messages 0.223195 PMM 108 L2X2X3/8 Column No Messages 0.025538 PMM 109 L2X2X3/8 Column No Messages 0.025609 PMM 110 L2X2X3/8 Beam No Messages 0.039270 PMM 111 L2X2X3/8 Beam No Messages 0.038022 PMM 112 L2X2X3/8 Beam No Messages 0.073860 PMM 113 L2X2X3/8 Beam No Messages 0.076936 PMM 114 L2X2X3/8 Beam No Messages 0.106175 PMM 115 L2X2X3/8 Beam No Messages 0.108275 PMM 116 L2X2X3/8 Beam No Messages 0.237150 PMM 117 L2X2X3/8 Beam No Messages 0.238203 PMM 118 L2X2X3/8 Beam No Messages 0.270518 PMM 119 L2X2X3/8 Beam No Messages 0.271100 PMM 120 L2X2X3/8 Beam No Messages 0.290803 PMM 121 L2X2X3/8 Beam No Messages 0.291710 PMM 122 L2X2X3/8 Beam No Messages 0.298278 PMM 123 L2X2X3/8 Beam No Messages 0.298278 PMM 124 L2X2X3/8 Beam No Messages 0.291710 PMM 125 L2X2X3/8 Beam No Messages 0.290803 PMM 126 L2X2X3/8 Beam No Messages 0.271100 PMM 127 L2X2X3/8 Beam No Messages 0.270518 PMM 128 L2X2X3/8 Beam No Messages 0.238203 PMM 129 L2X2X3/8 Beam No Messages 0.237150 PMM 130 L2X2X3/8 Beam No Messages 0.108275 PMM 131 L2X2X3/8 Beam No Messages 0.106175 PMM 132 L2X2X3/8 Beam No Messages 0.076936 PMM 133 L2X2X3/8 Beam No Messages 0.073860 PMM 134 L2X2X3/8 Beam No Messages 0.038022 PMM 135 L2X2X3/8 Beam No Messages 0.039270 PMM 136 L2X2X3/8 Beam No Messages 0.020012 PMM 137 L2X2X3/8 Beam No Messages 0.080669 PMM 138 L2X2X3/8 Beam No Messages 0.082682 PMM 139 L2X2X3/8 Beam No Messages 0.253901 PMM 140 L2X2X3/8 Beam No Messages 0.254691 PMM 141 L2X2X3/8 Beam No Messages 0.342464 PMM 142 L2X2X3/8 Beam No Messages 0.342308 PMM 143 L2X2X3/8 Beam No Messages 0.408566 PMM 144 L2X2X3/8 Beam No Messages 0.407744 PMM 145 L2X2X3/8 Beam No Messages 0.452080 PMM 146 L2X2X3/8 Beam No Messages 0.452630 PMM 147 L2X2X3/8 Beam No Messages 0.474351 PMM 148 L2X2X3/8 Beam No Messages 0.474855 PMM 149 L2X2X3/8 Beam No Messages 0.474855 PMM 150 L2X2X3/8 Beam No Messages 0.474351 PMM 151 L2X2X3/8 Beam No Messages 0.452630 PMM 152 L2X2X3/8 Beam No Messages 0.452080 PMM 153 L2X2X3/8 Beam No Messages 0.407744 PMM 154 L2X2X3/8 Beam No Messages 0.408566 PMM 155 L2X2X3/8 Beam No Messages 0.342308 PMM 156 L2X2X3/8 Beam No Messages 0.342464 PMM 157 L2X2X3/8 Beam No Messages 0.254691 PMM 158 L2X2X3/8 Beam No Messages 0.253901 PMM 159 L2X2X3/8 Beam No Messages 0.082682 PMM 160 L2X2X3/8 Beam No Messages 0.080669 PMM

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Table: Steel Design 1 - Summary Data - AISC-LRFD99, Part 1 of 2 Frame DesignSect DesignType Status Ratio RatioType

161 L2X2X3/8 Beam No Messages 0.020012 PMM 162 L2X2X3/8 Column No Messages 0.024224 PMM 163 L2X2X3/8 Column No Messages 0.025544 PMM 164 L2X2X3/8 Column No Messages 0.019900 PMM 165 L2X2X3/8 Column No Messages 0.021714 PMM 166 L2X2X3/8 Column No Messages 0.015928 PMM 167 L2X2X3/8 Column No Messages 0.017758 PMM 168 L2X2X3/8 Column No Messages 0.011969 PMM 169 L2X2X3/8 Column No Messages 0.013800 PMM 170 L2X2X3/8 Column No Messages 0.008011 PMM 171 L2X2X3/8 Column No Messages 0.009842 PMM 172 L2X2X3/8 Column No Messages 0.004052 PMM 173 L2X2X3/8 Column No Messages 0.006103 PMM 174 L2X2X3/8 Column No Messages 0.000507 PMM 175 L2X2X3/8 Column No Messages 0.006167 PMM 176 L2X2X3/8 Column No Messages 0.004126 PMM 177 L2X2X3/8 Column No Messages 0.009916 PMM 178 L2X2X3/8 Column No Messages 0.008085 PMM 179 L2X2X3/8 Column No Messages 0.013874 PMM 180 L2X2X3/8 Column No Messages 0.012043 PMM 181 L2X2X3/8 Column No Messages 0.017833 PMM 182 L2X2X3/8 Column No Messages 0.016002 PMM 183 L2X2X3/8 Column No Messages 0.021788 PMM 184 L2X2X3/8 Column No Messages 0.019974 PMM 185 L2X2X3/8 Column No Messages 0.025618 PMM 186 L2X2X3/8 Column No Messages 0.024299 PMM 187 L2X2X3/8 Brace No Messages 0.223164 PMM 188 L2X2X3/8 Brace No Messages 0.035442 PMM 189 L2X2X3/8 Brace No Messages 0.099192 PMM 190 L2X2X3/8 Brace No Messages 0.033730 PMM 191 L2X2X3/8 Brace No Messages 0.085005 PMM 192 L2X2X3/8 Brace No Messages 0.031482 PMM 193 L2X2X3/8 Brace No Messages 0.070119 PMM 194 L2X2X3/8 Brace No Messages 0.028555 PMM 195 L2X2X3/8 Brace No Messages 0.054550 PMM 196 L2X2X3/8 Brace No Messages 0.024945 PMM 197 L2X2X3/8 Brace No Messages 0.038297 PMM 198 L2X2X3/8 Brace No Messages 0.020652 PMM 199 L2X2X3/8 Brace No Messages 0.021362 PMM 200 L2X2X3/8 Brace No Messages 0.021362 PMM 201 L2X2X3/8 Brace No Messages 0.020652 PMM 202 L2X2X3/8 Brace No Messages 0.038297 PMM 203 L2X2X3/8 Brace No Messages 0.024945 PMM 204 L2X2X3/8 Brace No Messages 0.054550 PMM 205 L2X2X3/8 Brace No Messages 0.028555 PMM 206 L2X2X3/8 Brace No Messages 0.070119 PMM 207 L2X2X3/8 Brace No Messages 0.031482 PMM 208 L2X2X3/8 Brace No Messages 0.085005 PMM 209 L2X2X3/8 Brace No Messages 0.033730 PMM 210 L2X2X3/8 Brace No Messages 0.099192 PMM 211 L2X2X3/8 Brace No Messages 0.035442 PMM 212 L2X2X3/8 Brace No Messages 0.223164 PMM 213 L2X2X3/8 Beam No Messages 0.000262 PMM 214 L2X2X3/8 Beam No Messages 0.000216 PMM

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Table: Steel Design 1 - Summary Data - AISC-LRFD99, Part 1 of 2 Frame DesignSect DesignType Status Ratio RatioType

215 L2X2X3/8 Beam No Messages 0.000210 PMM 216 L2X2X3/8 Beam No Messages 0.000313 PMM 217 L2X2X3/8 Beam No Messages 0.000312 PMM 218 L2X2X3/8 Beam No Messages 0.000209 PMM 219 L2X2X3/8 Beam No Messages 0.000209 PMM 220 L2X2X3/8 Beam No Messages 0.000312 PMM 221 L2X2X3/8 Beam No Messages 0.000312 PMM 222 L2X2X3/8 Beam No Messages 0.000209 PMM 223 L2X2X3/8 Beam No Messages 0.000209 PMM 224 L2X2X3/8 Beam No Messages 0.000312 PMM 225 L2X2X3/8 Beam No Messages 0.000312 PMM 226 L2X2X3/8 Beam No Messages 0.000209 PMM 227 L2X2X3/8 Beam No Messages 0.000209 PMM 228 L2X2X3/8 Beam No Messages 0.000312 PMM 229 L2X2X3/8 Beam No Messages 0.000312 PMM 230 L2X2X3/8 Beam No Messages 0.000209 PMM 231 L2X2X3/8 Beam No Messages 0.000209 PMM 232 L2X2X3/8 Beam No Messages 0.000312 PMM 233 L2X2X3/8 Beam No Messages 0.000312 PMM 235 L2X2X3/8 Beam No Messages 0.000209 PMM 236 L2X2X3/8 Beam No Messages 0.000209 PMM 237 L2X2X3/8 Beam No Messages 0.000312 PMM 238 L2X2X3/8 Beam No Messages 0.000312 PMM 239 L2X2X3/8 Beam No Messages 0.000209 PMM 240 L2X2X3/8 Beam No Messages 0.000209 PMM 241 L2X2X3/8 Beam No Messages 0.000312 PMM 242 L2X2X3/8 Beam No Messages 0.000312 PMM 243 L2X2X3/8 Beam No Messages 0.000209 PMM 244 L2X2X3/8 Beam No Messages 0.000209 PMM 245 L2X2X3/8 Beam No Messages 0.000312 PMM 246 L2X2X3/8 Beam No Messages 0.000312 PMM 247 L2X2X3/8 Beam No Messages 0.000209 PMM 248 L2X2X3/8 Beam No Messages 0.000209 PMM 249 L2X2X3/8 Beam No Messages 0.000312 PMM 250 L2X2X3/8 Beam No Messages 0.000209 PMM 251 L2X2X3/8 Beam No Messages 0.000209 PMM 252 L2X2X3/8 Beam No Messages 0.000312 PMM 253 L2X2X3/8 Beam No Messages 0.000312 PMM 254 L2X2X3/8 Beam No Messages 0.000209 PMM 255 L2X2X3/8 Beam No Messages 0.000209 PMM 256 L2X2X3/8 Beam No Messages 0.000312 PMM 257 L2X2X3/8 Beam No Messages 0.000312 PMM 258 L2X2X3/8 Beam No Messages 0.000209 PMM 259 L2X2X3/8 Beam No Messages 0.000209 PMM 260 L2X2X3/8 Beam No Messages 0.000312 PMM 261 L2X2X3/8 Beam No Messages 0.000312 PMM 262 L2X2X3/8 Beam No Messages 0.000209 PMM 263 L2X2X3/8 Beam No Messages 0.000208 PMM 264 L2X2X3/8 Beam No Messages 0.000313 PMM 265 L2X2X3/8 Beam No Messages 0.000278 PMM 266 L2X2X3/8 Beam No Messages 0.000216 PMM 267 L2X2X3/8 Beam No Messages 0.000312 PMM

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Table: Steel Design 1 - Summary Data - AISC-LRFD99, Part 2 of 2 Table: Steel Design 1 - Summary Data - AISC-LRFD99, Part 2 of 2

Frame Combo Location ErrMsg WarnMsg m 3 DSTL3 0.00000 No Messages No Messages 4 DSTL3 0.00000 No Messages No Messages 5 DSTL3 0.00000 No Messages No Messages 6 DSTL3 0.81346 No Messages No Messages 7 DSTL3 0.81346 No Messages No Messages 8 DSTL3 0.81346 No Messages No Messages 9 DSTL3 0.81346 No Messages No Messages

10 DSTL3 0.81346 No Messages No Messages 11 DSTL3 0.81346 No Messages No Messages 12 DSTL3 0.81346 No Messages No Messages 13 DSTL3 0.81346 No Messages No Messages 14 DSTL3 0.40673 No Messages No Messages 15 DSTL3 0.40673 No Messages No Messages 16 DSTL3 0.40673 No Messages No Messages 17 DSTL3 0.40673 No Messages No Messages 18 DSTL3 0.40673 No Messages No Messages 19 DSTL3 0.40673 No Messages No Messages 20 DSTL3 0.40673 No Messages No Messages 21 DSTL3 0.40673 No Messages No Messages 22 DSTL3 0.00000 No Messages No Messages 23 DSTL3 0.00000 No Messages No Messages 24 DSTL3 0.00000 No Messages No Messages 25 DSTL3 0.00000 No Messages No Messages 26 DSTL3 0.00000 No Messages No Messages 27 DSTL3 0.00000 No Messages No Messages 28 DSTL3 0.00000 No Messages No Messages 29 DSTL3 0.00000 No Messages No Messages 30 DSTL3 0.81346 No Messages No Messages 31 DSTL3 0.00000 No Messages No Messages 32 DSTL3 0.81346 No Messages No Messages 33 DSTL3 0.81346 No Messages No Messages 34 DSTL3 0.81346 No Messages No Messages 35 DSTL3 0.81346 No Messages No Messages 36 DSTL3 0.81346 No Messages No Messages 37 DSTL3 0.81346 No Messages No Messages 38 DSTL3 0.81346 No Messages No Messages 39 DSTL3 0.40673 No Messages No Messages 40 DSTL3 0.81346 No Messages No Messages 41 DSTL3 0.40673 No Messages No Messages 42 DSTL3 0.40673 No Messages No Messages 43 DSTL3 0.40673 No Messages No Messages 44 DSTL3 0.40673 No Messages No Messages 45 DSTL3 0.40673 No Messages No Messages 46 DSTL3 0.40673 No Messages No Messages 47 DSTL3 0.00000 No Messages No Messages 48 DSTL3 0.40673 No Messages No Messages 49 DSTL3 0.00000 No Messages No Messages 50 DSTL3 0.00000 No Messages No Messages 51 DSTL3 0.00000 No Messages No Messages 52 DSTL3 0.00000 No Messages No Messages 53 DSTL3 0.00000 No Messages No Messages 54 DSTL3 0.00000 No Messages No Messages 55 DSTL3 0.00000 No Messages No Messages

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Table: Steel Design 1 - Summary Data - AISC-LRFD99, Part 2 of 2 Frame Combo Location ErrMsg WarnMsg

m 56 DSTL3 0.81346 No Messages No Messages 57 DSTL3 0.00000 No Messages No Messages 58 DSTL3 1.00000 No Messages No Messages 59 DSTL3 0.00000 No Messages No Messages 60 DSTL3 1.00000 No Messages No Messages 61 DSTL3 0.00000 No Messages No Messages 62 DSTL3 1.00000 No Messages No Messages 63 DSTL3 0.00000 No Messages No Messages 64 DSTL3 1.00000 No Messages No Messages 65 DSTL3 0.00000 No Messages No Messages 66 DSTL3 1.00000 No Messages No Messages 67 DSTL3 0.00000 No Messages No Messages 68 DSTL3 0.00000 No Messages No Messages 69 DSTL1 1.00000 No Messages No Messages 70 DSTL3 0.00000 No Messages No Messages 71 DSTL3 0.00000 No Messages No Messages 72 DSTL3 1.00000 No Messages No Messages 73 DSTL3 0.00000 No Messages No Messages 74 DSTL3 1.00000 No Messages No Messages 75 DSTL3 0.00000 No Messages No Messages 76 DSTL3 1.00000 No Messages No Messages 77 DSTL3 0.00000 No Messages No Messages 78 DSTL3 1.00000 No Messages No Messages 79 DSTL3 0.00000 No Messages No Messages 80 DSTL3 1.00000 No Messages No Messages 81 DSTL3 0.00000 No Messages No Messages 82 DSTL3 1.28908 No Messages No Messages 83 DSTL3 0.64454 No Messages No Messages 84 DSTL3 0.64454 No Messages No Messages 85 DSTL3 0.64454 No Messages No Messages 86 DSTL3 0.64454 No Messages No Messages 87 DSTL3 0.64454 No Messages No Messages 88 DSTL3 0.64454 No Messages No Messages 89 DSTL3 0.64454 No Messages No Messages 90 DSTL3 0.64454 No Messages No Messages 91 DSTL3 0.64454 No Messages No Messages 92 DSTL3 0.64454 No Messages No Messages 93 DSTL3 0.64454 No Messages No Messages 94 DSTL3 0.64454 No Messages No Messages 95 DSTL3 0.64454 No Messages No Messages 96 DSTL3 0.64454 No Messages No Messages 97 DSTL3 0.64454 No Messages No Messages 98 DSTL3 0.64454 No Messages No Messages 99 DSTL3 0.64454 No Messages No Messages 100 DSTL3 0.64454 No Messages No Messages 101 DSTL3 0.64454 No Messages No Messages 102 DSTL3 0.64454 No Messages No Messages 103 DSTL3 0.64454 No Messages No Messages 104 DSTL3 0.64454 No Messages No Messages 105 DSTL3 0.64454 No Messages No Messages 106 DSTL3 0.64454 No Messages No Messages 107 DSTL3 0.00000 No Messages No Messages 108 DSTL3 0.00000 No Messages No Messages 109 DSTL3 0.00000 No Messages No Messages

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Table: Steel Design 1 - Summary Data - AISC-LRFD99, Part 2 of 2 Frame Combo Location ErrMsg WarnMsg

m 110 DSTL3 0.00000 No Messages No Messages 111 DSTL3 0.81346 No Messages No Messages 112 DSTL3 0.81346 No Messages No Messages 113 DSTL3 0.81346 No Messages No Messages 114 DSTL3 0.81346 No Messages No Messages 115 DSTL3 0.81346 No Messages No Messages 116 DSTL3 0.81346 No Messages No Messages 117 DSTL3 0.81346 No Messages No Messages 118 DSTL3 0.81346 No Messages No Messages 119 DSTL3 0.40673 No Messages No Messages 120 DSTL3 0.40673 No Messages No Messages 121 DSTL3 0.40673 No Messages No Messages 122 DSTL3 0.40673 No Messages No Messages 123 DSTL3 0.40673 No Messages No Messages 124 DSTL3 0.40673 No Messages No Messages 125 DSTL3 0.40673 No Messages No Messages 126 DSTL3 0.40673 No Messages No Messages 127 DSTL3 0.00000 No Messages No Messages 128 DSTL3 0.00000 No Messages No Messages 129 DSTL3 0.00000 No Messages No Messages 130 DSTL3 0.00000 No Messages No Messages 131 DSTL3 0.00000 No Messages No Messages 132 DSTL3 0.00000 No Messages No Messages 133 DSTL3 0.00000 No Messages No Messages 134 DSTL3 0.00000 No Messages No Messages 135 DSTL3 0.81346 No Messages No Messages 136 DSTL3 0.00000 No Messages No Messages 137 DSTL3 0.81346 No Messages No Messages 138 DSTL3 0.81346 No Messages No Messages 139 DSTL3 0.81346 No Messages No Messages 140 DSTL3 0.81346 No Messages No Messages 141 DSTL3 0.81346 No Messages No Messages 142 DSTL3 0.81346 No Messages No Messages 143 DSTL3 0.81346 No Messages No Messages 144 DSTL3 0.40673 No Messages No Messages 145 DSTL3 0.81346 No Messages No Messages 146 DSTL3 0.40673 No Messages No Messages 147 DSTL3 0.40673 No Messages No Messages 148 DSTL3 0.40673 No Messages No Messages 149 DSTL3 0.40673 No Messages No Messages 150 DSTL3 0.40673 No Messages No Messages 151 DSTL3 0.40673 No Messages No Messages 152 DSTL3 0.00000 No Messages No Messages 153 DSTL3 0.40673 No Messages No Messages 154 DSTL3 0.00000 No Messages No Messages 155 DSTL3 0.00000 No Messages No Messages 156 DSTL3 0.00000 No Messages No Messages 157 DSTL3 0.00000 No Messages No Messages 158 DSTL3 0.00000 No Messages No Messages 159 DSTL3 0.00000 No Messages No Messages 160 DSTL3 0.00000 No Messages No Messages 161 DSTL3 0.81346 No Messages No Messages 162 DSTL3 0.00000 No Messages No Messages 163 DSTL3 1.00000 No Messages No Messages

DISEO D EELEMENTOS Modelo 1.SDB SAP2000 v14.0.

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Table: Steel Design 1 - Summary Data - AISC-LRFD99, Part 2 of 2 Frame Combo Location ErrMsg WarnMsg

m 164 DSTL3 0.00000 No Messages No Messages 165 DSTL3 1.00000 No Messages No Messages 166 DSTL3 0.00000 No Messages No Messages 167 DSTL3 1.00000 No Messages No Messages 168 DSTL3 0.00000 No Messages No Messages 169 DSTL3 1.00000 No Messages No Messages 170 DSTL3 0.00000 No Messages No Messages 171 DSTL3 1.00000 No Messages No Messages 172 DSTL3 0.00000 No Messages No Messages 173 DSTL3 0.00000 No Messages No Messages 174 DSTL1 1.00000 No Messages No Messages 175 DSTL3 0.00000 No Messages No Messages 176 DSTL3 0.00000 No Messages No Messages 177 DSTL3 1.00000 No Messages No Messages 178 DSTL3 0.00000 No Messages No Messages 179 DSTL3 1.00000 No Messages No Messages 180 DSTL3 0.00000 No Messages No Messages 181 DSTL3 1.00000 No Messages No Messages 182 DSTL3 0.00000 No Messages No Messages 183 DSTL3 1.00000 No Messages No Messages 184 DSTL3 0.00000 No Messages No Messages 185 DSTL3 1.00000 No Messages No Messages 186 DSTL3 0.00000 No Messages No Messages 187 DSTL3 1.28908 No Messages No Messages 188 DSTL3 0.64454 No Messages No Messages 189 DSTL3 0.64454 No Messages No Messages 190 DSTL3 0.64454 No Messages No Messages 191 DSTL3 0.64454 No Messages No Messages 192 DSTL3 0.64454 No Messages No Messages 193 DSTL3 0.64454 No Messages No Messages 194 DSTL3 0.64454 No Messages No Messages 195 DSTL3 0.64454 No Messages No Messages 196 DSTL3 0.64454 No Messages No Messages 197 DSTL3 0.64454 No Messages No Messages 198 DSTL3 0.64454 No Messages No Messages 199 DSTL3 0.64454 No Messages No Messages 200 DSTL3 0.64454 No Messages No Messages 201 DSTL3 0.64454 No Messages No Messages 202 DSTL3 0.64454 No Messages No Messages 203 DSTL3 0.64454 No Messages No Messages 204 DSTL3 0.64454 No Messages No Messages 205 DSTL3 0.64454 No Messages No Messages 206 DSTL3 0.64454 No Messages No Messages 207 DSTL3 0.64454 No Messages No Messages 208 DSTL3 0.64454 No Messages No Messages 209 DSTL3 0.64454 No Messages No Messages 210 DSTL3 0.64454 No Messages No Messages 211 DSTL3 0.64454 No Messages No Messages 212 DSTL3 0.00000 No Messages No Messages 213 DSTL1 0.30000 No Messages No Messages 214 DSTL1 0.30000 No Messages No Messages 215 DSTL1 0.30000 No Messages No Messages 216 DSTL1 0.00000 No Messages No Messages 217 DSTL1 0.30000 No Messages No Messages

DISEO D EELEMENTOS Modelo 1.SDB SAP2000 v14.0.

Personal Page 10 of 10

Table: Steel Design 1 - Summary Data - AISC-LRFD99, Part 2 of 2 Frame Combo Location ErrMsg WarnMsg

m 218 DSTL1 0.00000 No Messages No Messages 219 DSTL1 0.30000 No Messages No Messages 220 DSTL1 0.00000 No Messages No Messages 221 DSTL1 0.30000 No Messages No Messages 222 DSTL1 0.30000 No Messages No Messages 223 DSTL1 0.00000 No Messages No Messages 224 DSTL1 0.00000 No Messages No Messages 225 DSTL1 0.00000 No Messages No Messages 226 DSTL1 0.00000 No Messages No Messages 227 DSTL1 0.00000 No Messages No Messages 228 DSTL1 0.00000 No Messages No Messages 229 DSTL1 0.00000 No Messages No Messages 230 DSTL1 0.00000 No Messages No Messages 231 DSTL1 0.00000 No Messages No Messages 232 DSTL1 0.30000 No Messages No Messages 233 DSTL1 0.00000 No Messages No Messages 235 DSTL1 0.00000 No Messages No Messages 236 DSTL1 0.00000 No Messages No Messages 237 DSTL1 0.00000 No Messages No Messages 238 DSTL1 0.00000 No Messages No Messages 239 DSTL1 0.00000 No Messages No Messages 240 DSTL1 0.00000 No Messages No Messages 241 DSTL1 0.30000 No Messages No Messages 242 DSTL1 0.30000 No Messages No Messages 243 DSTL1 0.30000 No Messages No Messages 244 DSTL1 0.00000 No Messages No Messages 245 DSTL1 0.30000 No Messages No Messages 246 DSTL1 0.00000 No Messages No Messages 247 DSTL1 0.00000 No Messages No Messages 248 DSTL1 0.30000 No Messages No Messages 249 DSTL1 0.30000 No Messages No Messages 250 DSTL1 0.30000 No Messages No Messages 251 DSTL1 0.30000 No Messages No Messages 252 DSTL1 0.30000 No Messages No Messages 253 DSTL1 0.30000 No Messages No Messages 254 DSTL1 0.30000 No Messages No Messages 255 DSTL1 0.30000 No Messages No Messages 256 DSTL1 0.30000 No Messages No Messages 257 DSTL1 0.30000 No Messages No Messages 258 DSTL1 0.00000 No Messages No Messages 259 DSTL1 0.30000 No Messages No Messages 260 DSTL1 0.00000 No Messages No Messages 261 DSTL1 0.30000 No Messages No Messages 262 DSTL1 0.00000 No Messages No Messages 263 DSTL1 0.30000 No Messages No Messages 264 DSTL1 0.00000 No Messages No Messages 265 DSTL1 0.00000 No Messages No Messages 266 DSTL1 0.00000 No Messages No Messages 267 DSTL1 0.00000 No Messages No Messages

Modelo 1.SDB SAP2000 v14.0.0 - License # 09 julio 2012

Personal Page 1 of 1

Table: Material List 2 - By Section Property

Table: Material List 2 - By Section Property Section ObjectType NumPieces TotalLength TotalWeight

cm Kgf L2X2X3/8 Frame 264 22183.201 1527.73