Informe Viaducto 2 de 15.27m Palocabildo

CONSORCIO DISEÑOS TOLIMA

VIADUCTO 2 PALOCABILDO - TOLIMA

MEMORIA DE CÁLCULO Y DISEÑO ESTRUCTURAL

JULIO DE 2012

CONSORCIO DISEÑOS TOLIMA

DESCRIPCIÓN DEL PROYECTO El presente documento contiene las memorias de cálculo y diseño estructural correspondiente a un viaducto de 15.27 m de longitud que hace parte de la PTAP del acueducto del municipio de Palocabildo, departamento del Tolima. CONSIDERACIONES DE DISEÑO El diseño de toda la estructura se realizó siguiendo los lineamientos de la Norma Colombiana de Diseño y Construcción 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 2 FECHA: julio de 2012LOCALIZACIÓN: Palocabildo INGENIERO: JFFL

AVALUO DE CARGAS

CARGAS MUERTASφtuberia: 6 in

Wtuberia: 29.04 kg/m

Wagua: 18.24 kg/m

Σ= 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

Área 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


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

Región= 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: dirección de donde viene el viento.

Sotavento: dirección hacia donde va el viento.

ANALISIS SIMPLEPRESION PRODUCIDA POR EL VIENTO


Fuente: google mas

Datos de entrada Modelo 2.SDB SAP2000 v14.0.0

Personal Page 1 of 11

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: Combination Definitions, Part 1 of 3

Table: Combination Definitions, Part 1 of 3 ComboName ComboType AutoDesign CaseType CaseName ScaleFactor SteelDesign

DSTL1 Linear Add Yes Linear Static DEAD 1.400000 Yes DSTL2 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL2 Linear Static VIVA 1.600000 DSTL3 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL3 Linear Static VIVA 1.000000 DSTL3 Linear Static VIENTO 1.600000 DSTL4 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL4 Linear Static VIVA 1.000000 DSTL4 Linear Static VIENTO -1.600000 DSTL5 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL5 Linear Static VIENTO 0.800000 DSTL6 Linear Add Yes Linear Static DEAD 1.200000 Yes DSTL6 Linear Static VIENTO -0.800000 DSTL7 Linear Add Yes Linear Static DEAD 0.900000 Yes DSTL7 Linear Static VIENTO 1.600000 DSTL8 Linear Add Yes Linear Static DEAD 0.900000 Yes DSTL8 Linear Static VIENTO -1.600000 DSTL9 Linear Add Yes Linear Static DEAD 1.000000 Yes DSTL10 Linear Add Yes Linear Static DEAD 1.000000 Yes DSTL10 Linear Static VIVA 1.000000


Table: Combination Definitions, Part 2 of 3 ComboName CaseName ConcDesign AlumDesign ColdDesign GUID

DSTL1 DEAD No No No DSTL2 DEAD No No No DSTL2 VIVA DSTL3 DEAD No No No DSTL3 VIVA DSTL3 VIENTO DSTL4 DEAD No No No DSTL4 VIVA DSTL4 VIENTO DSTL5 DEAD No No No DSTL5 VIENTO DSTL6 DEAD No No No DSTL6 VIENTO



Table: Combination Definitions, Part 2 of 3 ComboName CaseName ConcDesign AlumDesign ColdDesign GUID

DSTL7 DEAD No No No DSTL7 VIENTO DSTL8 DEAD No No No DSTL8 VIENTO DSTL9 DEAD No No No DSTL10 DEAD No No No DSTL10 VIVA


Table: Combination Definitions, Part 3 of 3 ComboName CaseName Notes

DSTL1 DEAD Dead Only; Strength DSTL2 DEAD Dead + Live; Strength DSTL2 VIVA DSTL3 DEAD Dead + Live + Wind; Strength DSTL3 VIVA DSTL3 VIENTO DSTL4 DEAD Dead + Live - Wind; Strength DSTL4 VIVA DSTL4 VIENTO DSTL5 DEAD Dead + Wind; Strength DSTL5 VIENTO DSTL6 DEAD Dead - Wind; Strength DSTL6 VIENTO DSTL7 DEAD Dead (min) + Wind; Strength DSTL7 VIENTO DSTL8 DEAD Dead (min) - Wind; Strength DSTL8 VIENTO DSTL9 DEAD Dead Only; Deflection DSTL10 DEAD Dead + Live; Deflection DSTL10 VIVA

Table: Frame Section Assignments

Table: Frame Section Assignments Frame SectionType AutoSelect AnalSect DesignSect MatProp

3 Angle N.A. L2X2X3/8 L2X2X3/8 Default 4 Angle N.A. L2X2X3/8 L2X2X3/8 Default 5 Angle N.A. L2X2X3/8 L2X2X3/8 Default 6 Angle N.A. L2X2X3/8 L2X2X3/8 Default 7 Angle N.A. L2X2X3/8 L2X2X3/8 Default 8 Angle N.A. L2X2X3/8 L2X2X3/8 Default 9 Angle N.A. L2X2X3/8 L2X2X3/8 Default

10 Angle N.A. L2X2X3/8 L2X2X3/8 Default 11 Angle N.A. L2X2X3/8 L2X2X3/8 Default 12 Angle N.A. L2X2X3/8 L2X2X3/8 Default 13 Angle N.A. L2X2X3/8 L2X2X3/8 Default 14 Angle N.A. L2X2X3/8 L2X2X3/8 Default 15 Angle N.A. L2X2X3/8 L2X2X3/8 Default




16 Angle N.A. L2X2X3/8 L2X2X3/8 Default 17 Angle N.A. L2X2X3/8 L2X2X3/8 Default 18 Angle N.A. L2X2X3/8 L2X2X3/8 Default 19 Angle N.A. L2X2X3/8 L2X2X3/8 Default 20 Angle N.A. L2X2X3/8 L2X2X3/8 Default 21 Angle N.A. L2X2X3/8 L2X2X3/8 Default 22 Angle N.A. L2X2X3/8 L2X2X3/8 Default 23 Angle N.A. L2X2X3/8 L2X2X3/8 Default 24 Angle N.A. L2X2X3/8 L2X2X3/8 Default 25 Angle N.A. L2X2X3/8 L2X2X3/8 Default 26 Angle N.A. L2X2X3/8 L2X2X3/8 Default 27 Angle N.A. L2X2X3/8 L2X2X3/8 Default 28 Angle N.A. L2X2X3/8 L2X2X3/8 Default 29 Angle N.A. L2X2X3/8 L2X2X3/8 Default 30 Angle N.A. L2X2X3/8 L2X2X3/8 Default 31 Angle N.A. L2X2X3/8 L2X2X3/8 Default 32 Angle N.A. L2X2X3/8 L2X2X3/8 Default 33 Angle N.A. L2X2X3/8 L2X2X3/8 Default 34 Angle N.A. L2X2X3/8 L2X2X3/8 Default 35 Angle N.A. L2X2X3/8 L2X2X3/8 Default 36 Angle N.A. L2X2X3/8 L2X2X3/8 Default 37 Angle N.A. L2X2X3/8 L2X2X3/8 Default 38 Angle N.A. L2X2X3/8 L2X2X3/8 Default 39 Angle N.A. L2X2X3/8 L2X2X3/8 Default 40 Angle N.A. L2X2X3/8 L2X2X3/8 Default 41 Angle N.A. L2X2X3/8 L2X2X3/8 Default 42 Angle N.A. L2X2X3/8 L2X2X3/8 Default 43 Angle N.A. L2X2X3/8 L2X2X3/8 Default 44 Angle N.A. L2X2X3/8 L2X2X3/8 Default 45 Angle N.A. L2X2X3/8 L2X2X3/8 Default 46 Angle N.A. L2X2X3/8 L2X2X3/8 Default 47 Angle N.A. L2X2X3/8 L2X2X3/8 Default 48 Angle N.A. L2X2X3/8 L2X2X3/8 Default 49 Angle N.A. L2X2X3/8 L2X2X3/8 Default 50 Angle N.A. L2X2X3/8 L2X2X3/8 Default 51 Angle N.A. L2X2X3/8 L2X2X3/8 Default 52 Angle N.A. L2X2X3/8 L2X2X3/8 Default 53 Angle N.A. L2X2X3/8 L2X2X3/8 Default 54 Angle N.A. L2X2X3/8 L2X2X3/8 Default 55 Angle N.A. L2X2X3/8 L2X2X3/8 Default 56 Angle N.A. L2X2X3/8 L2X2X3/8 Default 57 Angle N.A. L2X2X3/8 L2X2X3/8 Default 58 Angle N.A. L2X2X3/8 L2X2X3/8 Default 59 Angle N.A. L2X2X3/8 L2X2X3/8 Default 60 Angle N.A. L2X2X3/8 L2X2X3/8 Default 61 Angle N.A. L2X2X3/8 L2X2X3/8 Default 62 Angle N.A. L2X2X3/8 L2X2X3/8 Default 63 Angle N.A. L2X2X3/8 L2X2X3/8 Default 64 Angle N.A. L2X2X3/8 L2X2X3/8 Default 65 Angle N.A. L2X2X3/8 L2X2X3/8 Default 66 Angle N.A. L2X2X3/8 L2X2X3/8 Default 67 Angle N.A. L2X2X3/8 L2X2X3/8 Default 68 Angle N.A. L2X2X3/8 L2X2X3/8 Default 69 Angle N.A. L2X2X3/8 L2X2X3/8 Default




178 Angle N.A. L2X2X3/8 L2X2X3/8 Default 179 Angle N.A. L2X2X3/8 L2X2X3/8 Default 180 Angle N.A. L2X2X3/8 L2X2X3/8 Default 181 Angle N.A. L2X2X3/8 L2X2X3/8 Default 182 Angle N.A. L2X2X3/8 L2X2X3/8 Default 183 Angle N.A. L2X2X3/8 L2X2X3/8 Default 184 Angle N.A. L2X2X3/8 L2X2X3/8 Default 185 Angle N.A. L2X2X3/8 L2X2X3/8 Default 186 Angle N.A. L2X2X3/8 L2X2X3/8 Default 187 Angle N.A. L2X2X3/8 L2X2X3/8 Default 188 Angle N.A. L2X2X3/8 L2X2X3/8 Default 189 Angle N.A. L2X2X3/8 L2X2X3/8 Default 190 Angle N.A. L2X2X3/8 L2X2X3/8 Default 191 Angle N.A. L2X2X3/8 L2X2X3/8 Default 192 Angle N.A. L2X2X3/8 L2X2X3/8 Default 193 Angle N.A. L2X2X3/8 L2X2X3/8 Default 194 Angle N.A. L2X2X3/8 L2X2X3/8 Default 195 Angle N.A. L2X2X3/8 L2X2X3/8 Default 196 Angle N.A. L2X2X3/8 L2X2X3/8 Default 197 Angle N.A. L2X2X3/8 L2X2X3/8 Default 198 Angle N.A. L2X2X3/8 L2X2X3/8 Default 199 Angle N.A. L2X2X3/8 L2X2X3/8 Default 200 Angle N.A. L2X2X3/8 L2X2X3/8 Default 201 Angle N.A. L2X2X3/8 L2X2X3/8 Default 202 Angle N.A. L2X2X3/8 L2X2X3/8 Default 203 Angle N.A. L2X2X3/8 L2X2X3/8 Default 204 Angle N.A. L2X2X3/8 L2X2X3/8 Default 205 Angle N.A. L2X2X3/8 L2X2X3/8 Default 206 Angle N.A. L2X2X3/8 L2X2X3/8 Default

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 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 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



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

m3 m3 m3 m m L3X3X3/8 0.000014 0.000025 0.000025 0.023198 0.023198 No No


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 9.760 1.00 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 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


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 24 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 24 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 24 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 26 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 26 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 26 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 28 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 28 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 28 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



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

KN KN KN KN-m KN-m 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 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 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 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 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 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 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 66 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 66 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 66 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 68 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 68 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 68 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 70 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 70 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 70 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 72 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 72 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 72 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 74 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 74 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 74 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 76 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 76 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 76 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 78 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 78 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 78 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 80 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 80 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 80 VIENTO GLOBAL 0.000 0.000 -0.210 0.0000 0.0000 82 MUERTA GLOBAL 0.000 0.000 -0.240 0.0000 0.0000 82 VIVA GLOBAL 0.000 0.000 -0.130 0.0000 0.0000 82 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



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 24 MUERTA 0.0000 24 VIVA 0.0000 24 VIENTO 0.0000 26 MUERTA 0.0000 26 VIVA 0.0000 26 VIENTO 0.0000 28 MUERTA 0.0000 28 VIVA 0.0000 28 VIENTO 0.0000 30 MUERTA 0.0000 30 VIVA 0.0000 30 VIENTO 0.0000 32 MUERTA 0.0000 32 VIVA 0.0000 32 VIENTO 0.0000 34 MUERTA 0.0000 34 VIVA 0.0000 34 VIENTO 0.0000 36 MUERTA 0.0000 36 VIVA 0.0000 36 VIENTO 0.0000 38 MUERTA 0.0000 38 VIVA 0.0000 38 VIENTO 0.0000 40 MUERTA 0.0000 40 VIVA 0.0000 40 VIENTO 0.0000 42 MUERTA 0.0000 42 VIVA 0.0000 42 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 66 MUERTA 0.0000 66 VIVA 0.0000 66 VIENTO 0.0000 68 MUERTA 0.0000 68 VIVA 0.0000 68 VIENTO 0.0000 70 MUERTA 0.0000 70 VIVA 0.0000 70 VIENTO 0.0000



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

KN-m 72 MUERTA 0.0000 72 VIVA 0.0000 72 VIENTO 0.0000 74 MUERTA 0.0000 74 VIVA 0.0000 74 VIENTO 0.0000 76 MUERTA 0.0000 76 VIVA 0.0000 76 VIENTO 0.0000 78 MUERTA 0.0000 78 VIVA 0.0000 78 VIENTO 0.0000 80 MUERTA 0.0000 80 VIVA 0.0000 80 VIENTO 0.0000 82 MUERTA 0.0000 82 VIVA 0.0000 82 VIENTO 0.0000 84 MUERTA 0.0000 84 VIVA 0.0000 84 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 43 Yes Yes Yes No No No 44 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



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 204 144.51298 9.760

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



Material SRup FinalSlope

A992Fy50 0.170000 -0.100000

Datos de salida Modelo 2.SDB SAP2000 v14.0.0


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 0.018808 PMM 4 L2X2X3/8 Column No Messages 0.018895 PMM 5 L2X2X3/8 Beam No Messages 0.025306 PMM 6 L2X2X3/8 Beam No Messages 0.023598 PMM 7 L2X2X3/8 Beam No Messages 0.047689 PMM 8 L2X2X3/8 Beam No Messages 0.047373 PMM 9 L2X2X3/8 Beam No Messages 0.065619 PMM

10 L2X2X3/8 Beam No Messages 0.064586 PMM 11 L2X2X3/8 Beam No Messages 0.076975 PMM 12 L2X2X3/8 Beam No Messages 0.077343 PMM 13 L2X2X3/8 Beam No Messages 0.083200 PMM 14 L2X2X3/8 Beam No Messages 0.083561 PMM 15 L2X2X3/8 Beam No Messages 0.083561 PMM 16 L2X2X3/8 Beam No Messages 0.083200 PMM 17 L2X2X3/8 Beam No Messages 0.077343 PMM 18 L2X2X3/8 Beam No Messages 0.076975 PMM 19 L2X2X3/8 Beam No Messages 0.064586 PMM 20 L2X2X3/8 Beam No Messages 0.065619 PMM 21 L2X2X3/8 Beam No Messages 0.047373 PMM 22 L2X2X3/8 Beam No Messages 0.047689 PMM 23 L2X2X3/8 Beam No Messages 0.023598 PMM 24 L2X2X3/8 Beam No Messages 0.025306 PMM 25 L2X2X3/8 Beam No Messages 0.014334 PMM 26 L2X2X3/8 Beam No Messages 0.047406 PMM 27 L2X2X3/8 Beam No Messages 0.050604 PMM 28 L2X2X3/8 Beam No Messages 0.078902 PMM 29 L2X2X3/8 Beam No Messages 0.081282 PMM 30 L2X2X3/8 Beam No Messages 0.100838 PMM 31 L2X2X3/8 Beam No Messages 0.102478 PMM 32 L2X2X3/8 Beam No Messages 0.115148 PMM 33 L2X2X3/8 Beam No Messages 0.115886 PMM 34 L2X2X3/8 Beam No Messages 0.221315 PMM 35 L2X2X3/8 Beam No Messages 0.221315 PMM 36 L2X2X3/8 Beam No Messages 0.115886 PMM 37 L2X2X3/8 Beam No Messages 0.115148 PMM 38 L2X2X3/8 Beam No Messages 0.102478 PMM 39 L2X2X3/8 Beam No Messages 0.100838 PMM 40 L2X2X3/8 Beam No Messages 0.081282 PMM 41 L2X2X3/8 Beam No Messages 0.078902 PMM 42 L2X2X3/8 Beam No Messages 0.050604 PMM 43 L2X2X3/8 Beam No Messages 0.047406 PMM 44 L2X2X3/8 Beam No Messages 0.014334 PMM 45 L2X2X3/8 Brace No Messages 0.042377 PMM 46 L2X2X3/8 Brace No Messages 0.019946 PMM 47 L2X2X3/8 Brace No Messages 0.038082 PMM 48 L2X2X3/8 Brace No Messages 0.019807 PMM 49 L2X2X3/8 Brace No Messages 0.033123 PMM 50 L2X2X3/8 Brace No Messages 0.018784 PMM 51 L2X2X3/8 Brace No Messages 0.027232 PMM 52 L2X2X3/8 Brace No Messages 0.016835 PMM




53 L2X2X3/8 Brace No Messages 0.020415 PMM 54 L2X2X3/8 Brace No Messages 0.013959 PMM 55 L2X2X3/8 Brace No Messages 0.013959 PMM 56 L2X2X3/8 Brace No Messages 0.020415 PMM 57 L2X2X3/8 Brace No Messages 0.016835 PMM 58 L2X2X3/8 Brace No Messages 0.027232 PMM 59 L2X2X3/8 Brace No Messages 0.018784 PMM 60 L2X2X3/8 Brace No Messages 0.033123 PMM 61 L2X2X3/8 Brace No Messages 0.019807 PMM 62 L2X2X3/8 Brace No Messages 0.038082 PMM 63 L2X2X3/8 Brace No Messages 0.019946 PMM 64 L2X2X3/8 Brace No Messages 0.042377 PMM 65 L2X2X3/8 Column No Messages 0.016533 PMM 66 L2X2X3/8 Column No Messages 0.012791 PMM 67 L2X2X3/8 Column No Messages 0.009154 PMM 68 L2X2X3/8 Column No Messages 0.005524 PMM 69 L2X2X3/8 Column No Messages 0.001962 PMM 70 L2X2X3/8 Column No Messages 0.002040 PMM 71 L2X2X3/8 Column No Messages 0.005610 PMM 72 L2X2X3/8 Column No Messages 0.009244 PMM 73 L2X2X3/8 Column No Messages 0.012881 PMM 74 L2X2X3/8 Column No Messages 0.016623 PMM 75 L2X2X3/8 Column No Messages 0.018895 PMM 76 L2X2X3/8 Column No Messages 0.018809 PMM 77 L2X2X3/8 Beam No Messages 0.025315 PMM 78 L2X2X3/8 Beam No Messages 0.023598 PMM 79 L2X2X3/8 Beam No Messages 0.047689 PMM 80 L2X2X3/8 Beam No Messages 0.047373 PMM 81 L2X2X3/8 Beam No Messages 0.065619 PMM 82 L2X2X3/8 Beam No Messages 0.064586 PMM 83 L2X2X3/8 Beam No Messages 0.076975 PMM 84 L2X2X3/8 Beam No Messages 0.077343 PMM 85 L2X2X3/8 Beam No Messages 0.083200 PMM 86 L2X2X3/8 Beam No Messages 0.083561 PMM 87 L2X2X3/8 Beam No Messages 0.083561 PMM 88 L2X2X3/8 Beam No Messages 0.083200 PMM 89 L2X2X3/8 Beam No Messages 0.077343 PMM 90 L2X2X3/8 Beam No Messages 0.076975 PMM 91 L2X2X3/8 Beam No Messages 0.064586 PMM 92 L2X2X3/8 Beam No Messages 0.065619 PMM 93 L2X2X3/8 Beam No Messages 0.047373 PMM 94 L2X2X3/8 Beam No Messages 0.047689 PMM 95 L2X2X3/8 Beam No Messages 0.023598 PMM 96 L2X2X3/8 Beam No Messages 0.025315 PMM 97 L2X2X3/8 Beam No Messages 0.014334 PMM 98 L2X2X3/8 Beam No Messages 0.047406 PMM 99 L2X2X3/8 Beam No Messages 0.050604 PMM 100 L2X2X3/8 Beam No Messages 0.078902 PMM 101 L2X2X3/8 Beam No Messages 0.081282 PMM 102 L2X2X3/8 Beam No Messages 0.100837 PMM 103 L2X2X3/8 Beam No Messages 0.102478 PMM 104 L2X2X3/8 Beam No Messages 0.115148 PMM 105 L2X2X3/8 Beam No Messages 0.115886 PMM 106 L2X2X3/8 Beam No Messages 0.221315 PMM




107 L2X2X3/8 Beam No Messages 0.221315 PMM 108 L2X2X3/8 Beam No Messages 0.115886 PMM 109 L2X2X3/8 Beam No Messages 0.115148 PMM 110 L2X2X3/8 Beam No Messages 0.102478 PMM 111 L2X2X3/8 Beam No Messages 0.100837 PMM 112 L2X2X3/8 Beam No Messages 0.081282 PMM 113 L2X2X3/8 Beam No Messages 0.078902 PMM 114 L2X2X3/8 Beam No Messages 0.050604 PMM 115 L2X2X3/8 Beam No Messages 0.047406 PMM 116 L2X2X3/8 Beam No Messages 0.014334 PMM 117 L2X2X3/8 Brace No Messages 0.042347 PMM 118 L2X2X3/8 Brace No Messages 0.019946 PMM 119 L2X2X3/8 Brace No Messages 0.038082 PMM 120 L2X2X3/8 Brace No Messages 0.019807 PMM 121 L2X2X3/8 Brace No Messages 0.033123 PMM 122 L2X2X3/8 Brace No Messages 0.018784 PMM 123 L2X2X3/8 Brace No Messages 0.027232 PMM 124 L2X2X3/8 Brace No Messages 0.016835 PMM 125 L2X2X3/8 Brace No Messages 0.020415 PMM 126 L2X2X3/8 Brace No Messages 0.013959 PMM 127 L2X2X3/8 Brace No Messages 0.013959 PMM 128 L2X2X3/8 Brace No Messages 0.020415 PMM 129 L2X2X3/8 Brace No Messages 0.016835 PMM 130 L2X2X3/8 Brace No Messages 0.027232 PMM 131 L2X2X3/8 Brace No Messages 0.018784 PMM 132 L2X2X3/8 Brace No Messages 0.033123 PMM 133 L2X2X3/8 Brace No Messages 0.019807 PMM 134 L2X2X3/8 Brace No Messages 0.038082 PMM 135 L2X2X3/8 Brace No Messages 0.019946 PMM 136 L2X2X3/8 Brace No Messages 0.042347 PMM 137 L2X2X3/8 Column No Messages 0.016623 PMM 138 L2X2X3/8 Column No Messages 0.012881 PMM 139 L2X2X3/8 Column No Messages 0.009244 PMM 140 L2X2X3/8 Column No Messages 0.005610 PMM 141 L2X2X3/8 Column No Messages 0.002040 PMM 142 L2X2X3/8 Column No Messages 0.001962 PMM 143 L2X2X3/8 Column No Messages 0.005524 PMM 144 L2X2X3/8 Column No Messages 0.009154 PMM 145 L2X2X3/8 Column No Messages 0.012791 PMM 146 L2X2X3/8 Column No Messages 0.016533 PMM 147 L2X2X3/8 Beam No Messages 0.000288 PMM 148 L2X2X3/8 Beam No Messages 0.000259 PMM 149 L2X2X3/8 Beam No Messages 0.000253 PMM 150 L2X2X3/8 Beam No Messages 0.000330 PMM 151 L2X2X3/8 Beam No Messages 0.000330 PMM 152 L2X2X3/8 Beam No Messages 0.000252 PMM 153 L2X2X3/8 Column No Messages 0.014676 PMM 154 L2X2X3/8 Column No Messages 0.014766 PMM 155 L2X2X3/8 Beam No Messages 0.000252 PMM 156 L2X2X3/8 Beam No Messages 0.000331 PMM 157 L2X2X3/8 Column No Messages 0.011083 PMM 158 L2X2X3/8 Beam No Messages 0.000331 PMM 159 L2X2X3/8 Column No Messages 0.011172 PMM 160 L2X2X3/8 Beam No Messages 0.000252 PMM




161 L2X2X3/8 Beam No Messages 0.000252 PMM 162 L2X2X3/8 Beam No Messages 0.000331 PMM 163 L2X2X3/8 Beam No Messages 0.000331 PMM 164 L2X2X3/8 Column No Messages 0.007565 PMM 165 L2X2X3/8 Column No Messages 0.007487 PMM 166 L2X2X3/8 Beam No Messages 0.000252 PMM 167 L2X2X3/8 Beam No Messages 0.000252 PMM 168 L2X2X3/8 Beam No Messages 0.000331 PMM 169 L2X2X3/8 Beam No Messages 0.000331 PMM 170 L2X2X3/8 Column No Messages 0.004003 PMM 171 L2X2X3/8 Column No Messages 0.003925 PMM 172 L2X2X3/8 Beam No Messages 0.000252 PMM 173 L2X2X3/8 Beam No Messages 0.000252 PMM 174 L2X2X3/8 Beam No Messages 0.000331 PMM 175 L2X2X3/8 Beam No Messages 0.000331 PMM 176 L2X2X3/8 Column No Messages 0.000676 PMM 177 L2X2X3/8 Column No Messages 0.000676 PMM 178 L2X2X3/8 Beam No Messages 0.000252 PMM 179 L2X2X3/8 Beam No Messages 0.000252 PMM 180 L2X2X3/8 Beam No Messages 0.000331 PMM 181 L2X2X3/8 Beam No Messages 0.000331 PMM 182 L2X2X3/8 Column No Messages 0.003925 PMM 183 L2X2X3/8 Beam No Messages 0.000252 PMM 184 L2X2X3/8 Column No Messages 0.003925 PMM 185 L2X2X3/8 Beam No Messages 0.000252 PMM 186 L2X2X3/8 Beam No Messages 0.000331 PMM 187 L2X2X3/8 Beam No Messages 0.000331 PMM 188 L2X2X3/8 Column No Messages 0.007487 PMM 189 L2X2X3/8 Beam No Messages 0.000252 PMM 190 L2X2X3/8 Column No Messages 0.007487 PMM 191 L2X2X3/8 Beam No Messages 0.000252 PMM 192 L2X2X3/8 Beam No Messages 0.000331 PMM 193 L2X2X3/8 Beam No Messages 0.000331 PMM 194 L2X2X3/8 Column No Messages 0.011083 PMM 195 L2X2X3/8 Beam No Messages 0.000252 PMM 196 L2X2X3/8 Column No Messages 0.011083 PMM 197 L2X2X3/8 Beam No Messages 0.000252 PMM 198 L2X2X3/8 Beam No Messages 0.000331 PMM 199 L2X2X3/8 Beam No Messages 0.000331 PMM 200 L2X2X3/8 Column No Messages 0.014676 PMM 201 L2X2X3/8 Beam No Messages 0.000252 PMM 202 L2X2X3/8 Column No Messages 0.014676 PMM 203 L2X2X3/8 Beam No Messages 0.000251 PMM 204 L2X2X3/8 Beam No Messages 0.000330 PMM 205 L2X2X3/8 Beam No Messages 0.000305 PMM 206 L2X2X3/8 Beam No Messages 0.000259 PMM

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




m 4 DSTL3 0.00000 No Messages No Messages 5 DSTL3 0.00000 No Messages No Messages 6 DSTL3 0.76350 No Messages No Messages 7 DSTL3 0.76350 No Messages No Messages 8 DSTL3 0.76350 No Messages No Messages 9 DSTL3 0.76350 No Messages No Messages

10 DSTL3 0.76350 No Messages No Messages 11 DSTL3 0.76350 No Messages No Messages 12 DSTL3 0.38175 No Messages No Messages 13 DSTL3 0.38175 No Messages No Messages 14 DSTL3 0.38175 No Messages No Messages 15 DSTL3 0.38175 No Messages No Messages 16 DSTL3 0.38175 No Messages No Messages 17 DSTL3 0.38175 No Messages No Messages 18 DSTL3 0.00000 No Messages No Messages 19 DSTL3 0.00000 No Messages No Messages 20 DSTL3 0.00000 No Messages No Messages 21 DSTL3 0.00000 No Messages No Messages 22 DSTL3 0.00000 No Messages No Messages 23 DSTL3 0.00000 No Messages No Messages 24 DSTL3 0.76350 No Messages No Messages 25 DSTL3 0.00000 No Messages No Messages 26 DSTL3 0.76350 No Messages No Messages 27 DSTL3 0.76350 No Messages No Messages 28 DSTL3 0.76350 No Messages No Messages 29 DSTL3 0.76350 No Messages No Messages 30 DSTL3 0.76350 No Messages No Messages 31 DSTL3 0.76350 No Messages No Messages 32 DSTL3 0.38175 No Messages No Messages 33 DSTL3 0.38175 No Messages No Messages 34 DSTL3 0.38175 No Messages No Messages 35 DSTL3 0.38175 No Messages No Messages 36 DSTL3 0.38175 No Messages No Messages 37 DSTL3 0.38175 No Messages No Messages 38 DSTL3 0.00000 No Messages No Messages 39 DSTL3 0.00000 No Messages No Messages 40 DSTL3 0.00000 No Messages No Messages 41 DSTL3 0.00000 No Messages No Messages 42 DSTL3 0.00000 No Messages No Messages 43 DSTL3 0.00000 No Messages No Messages 44 DSTL3 0.76350 No Messages No Messages 45 DSTL3 0.00000 No Messages No Messages 46 DSTL3 0.51791 No Messages No Messages 47 DSTL3 0.51791 No Messages No Messages 48 DSTL3 0.51791 No Messages No Messages 49 DSTL3 0.51791 No Messages No Messages 50 DSTL3 0.51791 No Messages No Messages 51 DSTL3 0.51791 No Messages No Messages 52 DSTL3 0.51791 No Messages No Messages 53 DSTL3 0.51791 No Messages No Messages 54 DSTL3 0.51791 No Messages No Messages 55 DSTL3 0.51791 No Messages No Messages 56 DSTL3 0.51791 No Messages No Messages 57 DSTL3 0.51791 No Messages No Messages




m 58 DSTL3 0.51791 No Messages No Messages 59 DSTL3 0.51791 No Messages No Messages 60 DSTL3 0.51791 No Messages No Messages 61 DSTL3 0.51791 No Messages No Messages 62 DSTL3 0.51791 No Messages No Messages 63 DSTL3 0.51791 No Messages No Messages 64 DSTL3 1.03582 No Messages No Messages 65 DSTL3 0.00000 No Messages No Messages 66 DSTL3 0.00000 No Messages No Messages 67 DSTL3 0.00000 No Messages No Messages 68 DSTL3 0.70000 No Messages No Messages 69 DSTL3 0.70000 No Messages No Messages 70 DSTL3 0.70000 No Messages No Messages 71 DSTL3 0.00000 No Messages No Messages 72 DSTL3 0.00000 No Messages No Messages 73 DSTL3 0.00000 No Messages No Messages 74 DSTL3 0.00000 No Messages No Messages 75 DSTL3 0.00000 No Messages No Messages 76 DSTL3 0.00000 No Messages No Messages 77 DSTL3 0.00000 No Messages No Messages 78 DSTL3 0.76350 No Messages No Messages 79 DSTL3 0.76350 No Messages No Messages 80 DSTL3 0.76350 No Messages No Messages 81 DSTL3 0.76350 No Messages No Messages 82 DSTL3 0.76350 No Messages No Messages 83 DSTL3 0.76350 No Messages No Messages 84 DSTL3 0.38175 No Messages No Messages 85 DSTL3 0.38175 No Messages No Messages 86 DSTL3 0.38175 No Messages No Messages 87 DSTL3 0.38175 No Messages No Messages 88 DSTL3 0.38175 No Messages No Messages 89 DSTL3 0.38175 No Messages No Messages 90 DSTL3 0.00000 No Messages No Messages 91 DSTL3 0.00000 No Messages No Messages 92 DSTL3 0.00000 No Messages No Messages 93 DSTL3 0.00000 No Messages No Messages 94 DSTL3 0.00000 No Messages No Messages 95 DSTL3 0.00000 No Messages No Messages 96 DSTL3 0.76350 No Messages No Messages 97 DSTL3 0.00000 No Messages No Messages 98 DSTL3 0.76350 No Messages No Messages 99 DSTL3 0.76350 No Messages No Messages 100 DSTL3 0.76350 No Messages No Messages 101 DSTL3 0.76350 No Messages No Messages 102 DSTL3 0.76350 No Messages No Messages 103 DSTL3 0.76350 No Messages No Messages 104 DSTL3 0.38175 No Messages No Messages 105 DSTL3 0.38175 No Messages No Messages 106 DSTL3 0.38175 No Messages No Messages 107 DSTL3 0.38175 No Messages No Messages 108 DSTL3 0.38175 No Messages No Messages 109 DSTL3 0.38175 No Messages No Messages 110 DSTL3 0.00000 No Messages No Messages 111 DSTL3 0.00000 No Messages No Messages




m 112 DSTL3 0.00000 No Messages No Messages 113 DSTL3 0.00000 No Messages No Messages 114 DSTL3 0.00000 No Messages No Messages 115 DSTL3 0.00000 No Messages No Messages 116 DSTL3 0.76350 No Messages No Messages 117 DSTL3 0.00000 No Messages No Messages 118 DSTL3 0.51791 No Messages No Messages 119 DSTL3 0.51791 No Messages No Messages 120 DSTL3 0.51791 No Messages No Messages 121 DSTL3 0.51791 No Messages No Messages 122 DSTL3 0.51791 No Messages No Messages 123 DSTL3 0.51791 No Messages No Messages 124 DSTL3 0.51791 No Messages No Messages 125 DSTL3 0.51791 No Messages No Messages 126 DSTL3 0.51791 No Messages No Messages 127 DSTL3 0.51791 No Messages No Messages 128 DSTL3 0.51791 No Messages No Messages 129 DSTL3 0.51791 No Messages No Messages 130 DSTL3 0.51791 No Messages No Messages 131 DSTL3 0.51791 No Messages No Messages 132 DSTL3 0.51791 No Messages No Messages 133 DSTL3 0.51791 No Messages No Messages 134 DSTL3 0.51791 No Messages No Messages 135 DSTL3 0.51791 No Messages No Messages 136 DSTL3 1.03582 No Messages No Messages 137 DSTL3 0.00000 No Messages No Messages 138 DSTL3 0.00000 No Messages No Messages 139 DSTL3 0.00000 No Messages No Messages 140 DSTL3 0.00000 No Messages No Messages 141 DSTL3 0.70000 No Messages No Messages 142 DSTL3 0.70000 No Messages No Messages 143 DSTL3 0.70000 No Messages No Messages 144 DSTL3 0.00000 No Messages No Messages 145 DSTL3 0.00000 No Messages No Messages 146 DSTL3 0.00000 No Messages No Messages 147 DSTL1 0.00000 No Messages No Messages 148 DSTL1 0.00000 No Messages No Messages 149 DSTL1 0.00000 No Messages No Messages 150 DSTL1 0.30000 No Messages No Messages 151 DSTL1 0.00000 No Messages No Messages 152 DSTL1 0.30000 No Messages No Messages 153 DSTL3 0.70000 No Messages No Messages 154 DSTL3 0.70000 No Messages No Messages 155 DSTL1 0.00000 No Messages No Messages 156 DSTL1 0.30000 No Messages No Messages 157 DSTL3 0.70000 No Messages No Messages 158 DSTL1 0.30000 No Messages No Messages 159 DSTL3 0.70000 No Messages No Messages 160 DSTL1 0.30000 No Messages No Messages 161 DSTL1 0.00000 No Messages No Messages 162 DSTL1 0.30000 No Messages No Messages 163 DSTL1 0.30000 No Messages No Messages 164 DSTL3 0.00000 No Messages No Messages 165 DSTL3 0.00000 No Messages No Messages




m 166 DSTL1 0.30000 No Messages No Messages 167 DSTL1 0.00000 No Messages No Messages 168 DSTL1 0.30000 No Messages No Messages 169 DSTL1 0.00000 No Messages No Messages 170 DSTL3 0.00000 No Messages No Messages 171 DSTL3 0.00000 No Messages No Messages 172 DSTL1 0.00000 No Messages No Messages 173 DSTL1 0.30000 No Messages No Messages 174 DSTL1 0.30000 No Messages No Messages 175 DSTL1 0.00000 No Messages No Messages 176 DSTL1 0.00000 No Messages No Messages 177 DSTL1 0.00000 No Messages No Messages 178 DSTL1 0.00000 No Messages No Messages 179 DSTL1 0.30000 No Messages No Messages 180 DSTL1 0.30000 No Messages No Messages 181 DSTL1 0.30000 No Messages No Messages 182 DSTL3 0.00000 No Messages No Messages 183 DSTL1 0.00000 No Messages No Messages 184 DSTL3 0.70000 No Messages No Messages 185 DSTL1 0.30000 No Messages No Messages 186 DSTL1 0.30000 No Messages No Messages 187 DSTL1 0.30000 No Messages No Messages 188 DSTL3 0.00000 No Messages No Messages 189 DSTL1 0.00000 No Messages No Messages 190 DSTL3 0.70000 No Messages No Messages 191 DSTL1 0.30000 No Messages No Messages 192 DSTL1 0.00000 No Messages No Messages 193 DSTL1 0.30000 No Messages No Messages 194 DSTL3 0.70000 No Messages No Messages 195 DSTL1 0.00000 No Messages No Messages 196 DSTL3 0.00000 No Messages No Messages 197 DSTL1 0.30000 No Messages No Messages 198 DSTL1 0.00000 No Messages No Messages 199 DSTL1 0.30000 No Messages No Messages 200 DSTL3 0.70000 No Messages No Messages 201 DSTL1 0.00000 No Messages No Messages 202 DSTL3 0.00000 No Messages No Messages 203 DSTL1 0.30000 No Messages No Messages 204 DSTL1 0.00000 No Messages No Messages 205 DSTL1 0.00000 No Messages No Messages 206 DSTL1 0.00000 No Messages No Messages

Modelo 2.SDB SAP2000 v14.0.0 - License # 10 julio 2012


Table: Material List 2 - By Section Property

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

m Kgf L2X2X3/8 Frame 204 144.51298 995.25

Informe Viaducto 2 de 15.27m Palocabildo

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Transcript of Informe Viaducto 2 de 15.27m Palocabildo