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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
CUBIERTA PISCINA TORRES DEL DIAMANTEDISEÑO ESTRUCTURALMEMORIA DE CÁLCULO
CALLE 56 No 85i-06
Marzo de 2016, Bogotá D.C.
FABIO ANDRES MORALES ORTIZ M.P. 25202-293205 CND.
Ingeniero Civil
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TABLA DE CONTENIDO
1 OBJETIVO ...................................................................................................................................................... 4
2 ALCANCE ...................................................................................................................................................... 4
3 INFORMACIÓN INICIAL ................................................................................................................................ 4 4 MODELO ESTRUCTURAL ............................................................................................................................ 4
4.1 DESCRIPCIÓN DEL MODELO ESTRUCTURAL ................................................................................................... 5 4.2 SISTEMA DE RESISTENCIA SÍSMICA (SRS) ....................................................................................................... 5
4.2.1 Materiales definidos en el modelo estructural ............................................................................................... 5 4.2.2 Secciones de los elementos del modelo ....................................................................................................... 6
4.2.2.1 Asignación de secciones ..................................................................................................................... 7
5 CARGAS .......................................................................................................................................................15
5.1 CARGA MUERTA................................................................................................................................................. 15 5.2 CARGA VIVA ....................................................................................................................................................... 16 5.3 CARGA DE GRANIZO .......................................................................................................................................... 16 5.4 CARGA DE VIENTO............................................................................................................................................. 16 5.5 CASOS DE CARGA PARA CARGAS DE TRABAJO ............................................................................................ 18 5.6 CARGA SÍSMICA ................................................................................................................................................. 18 5.7 COMBINACIONES DE CARGA............................................................................................................................ 23
5.7.1 Comibinaciones de carga ordinarias para diseño ....................................................................................... 23
6 ANÁLISIS DE LA ESTRUCTURA .................................................................................................................25
7 REACCIONES EN LOS APOYOS DE LA BASE ..........................................................................................48
8 DESPLAZAMIENTOS HORIZONTALES - REVISIÓN DE LA DERIVA ........................................................50
8.1 COMBINACIONES PARA EL CÁLCULO DE LA DERIVA..................................................................................... 50 8.2 REVISIÓN DE LA DERIVA ................................................................................................................................... 51
9 DISEÑO DE LOS ELEMENTOS DEL SISTEMA DE RESISTENCIA SÍSMICA ............................................52
9.1 CAPACIDAD DE DISIPACIÓN DE ENERGÍA Y DEFINICIÓN DEL COEFICIENTE R .......................................... 52 9.2 DEFINICIÓN DE PARÁMETROS DE DISEÑO ASIGNADAS AL PROCESADOR DE DISEÑO ............................ 53
9.3 DISEÑO DE COLUMNAS ..................................................................................................................................... 53 9.4 DISEÑO DE VIGAS .............................................................................................................................................. 54 9.5 DISEÑO PLACAS BASE ....................................................................................................................................... 66
10 DISEÑO PLACAS BASE ...............................................................................................................................67
11 DISEÑO DE CORREAS ................................................................................................................................68
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Cubierta PiscinaTorres del Diamante
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LISTA DE TABLAS
Tabla 1. Edificacion - Sistema estructural (tomada de la tabla A.3-3). ............................................................... 5
Tabla 2. Propiedades generales de los materiales ............................................................................................. 5
Tabla 3. Definición de las secciones de los elementos para el modelo de evaluación ...................................... 6 Tabla 4. Asignacion de secciones a elementos .................................................................................................. 7
Tabla 5. Constitución de los casos de carga de servcio ó trabajo ...................................................................18
Tabla 6. Definición de combinaciones de carga para diseño. ...........................................................................23
Tabla 7. Combinaciones para evaluar derivas ..................................................................................................24
Tabla 8. Definición de combinaciones de carga para evaluación de la deriva .................................................24
Tabla 9. M3-3 V2-2 elementos ..........................................................................................................................26
Tabla 10. Reacciones en base (carga de servicio) ...........................................................................................50
Tabla 11. Combinaciones para el cálculo de la deriva ......................................................................................50
Tabla 12. Preferencias de diseño para elementos asignadas al procesador de diseño. .................................53 Tabla 13. Indices de sobreesfuerzo columnas ..................................................................................................54
Tabla 14. Índices de sobreesfuerzo Vigas ........................................................................................................54
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Cubierta PiscinaTorres del Diamante
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LISTA DE FIGURAS
Ilustración 1. Modelo de la estructura ................................................................................................................. 4
Ilustración 2. (ID de elementos). ......................................................................................................................... 6
Ilustración 3. Base (ID de Nudos). ...................................................................................................................... 7
Ilustración 4. Carga Muerta impuesta Cubierta (Unidad: kN/m2) .....................................................................15
Ilustración 5. Carga viva cubierta (Unidad: kN/m2) ...........................................................................................16
Ilustración 6. Carga Granizo Cubierta (Unidad: kN/m2) ....................................................................................17
Ilustración 7. Carga Granizo Cubierta (Unidad: kN/m2) ....................................................................................17
Ilustración 8. Espectro elástico de diseño Microzonificacion sísmica CERROS (Reglamento colombiano Sismo
Resistente 2010) ...............................................................................................................................................20
Ilustración 9. Fuerza Sismo X (FX) ..................................................................................................................21
Ilustración 10. Fuerza Sismo Y (FY) ................................................................................................................22
Ilustración 11. Fuerza Sismo Reducido X (EX) ................................................................................................22
Ilustración 12. Fuerza Sismo Reducido Y (EY) ................................................................................................23
Ilustración 13. Diagrama de momento 3-3 (CARGA DE SERVICIO)................................................................25
Ilustración 14. Diagrama de Cortante 2-2 (CARGA GRAVITACIONAL) ...........................................................25
Ilustración 15. Numeración de nudos de la base. .............................................................................................49
Ilustración 16. Diseño de columnas ..................................................................................................................53
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Cubierta PiscinaTorres del Diamante
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1 OBJETIVO
Diseñar los elementos del sistema estructural de resistencia sísmica (SERS), cubierta para la construcción de obra nuevade la cubierta de la piscina del conjunto Torres del diamante, la cual constará pórticos en acero y vigas en celosia tubular,cubierta liviana.
Desde el punto de vista sismo resistente, en particular se tendrán en cuenta las disposiciones de la (NSR-10) Teniendoen cuenta que ésta se basan en la premisa básica de lograr una resistencia de la estructura que permita la evacuación deésta sin la pérdida de vidas humanas.
2 ALCANCE
Se realizó el análisis de la edificación de acuerdo a las necesidades del cliente, y lo dispuesto en la NSR-10 lo cual nospermite garantizar que la estructura no tendrá sobre esfuerzos y no habrá flexibilidad ni deflexiones excesivas en laestructura.
3 INFORMACIÓN INICIAL
La información documentada existente correspondiente a la edificación en estudio es la siguiente
- Esquema básico y dimensiones suministradas por Diseño Industrial S.A.S.
4 MODELO ESTRUCTURAL
Para desarrollar el diseño estructural se construyó el modelo utilizando el procesador de análisis y post procesador paradiseño: Staad Pro V8i
Ilustración 1. Modelo de la estructura
N +3.90
N +3.00
N +0.00
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4.1 DESCRIPCIÓN DEL MODELO ESTRUCTURAL
El sistema estructural de resistencia sísmica está definido por pórticos de acero resistente a momentos con capacidadmoderada de disipación de energía (DMO).
Tal como se observa en la figuras, el modelo de la estructura de la edificación está compuesto por columnas metalicas, yla respectiva viga en celosia.
4.2 SISTEMA DE RESISTENCIA SÍSMICA (SRS)
El A.3.2 de la NSR-10 exige que las edificaciones sean clasificadas dentro uno de los sistemas estructurales definidos allí,considerando lo anterior tenemos lo siguiente:
Se definió para la estructura un sistema estructural de pórtico resistente a momento en estructura metalica con capacidadmoderada de disipación de energía (DMO) que se enmarca en los lineamientos de A.3.3.2, numeral () de la NSR-10; enel cual las cargas verticales y horizontales son resistidas por pórticos resistente a momentos esencialmente completos,combinados con muros estructurales, y que no cumple los requisitos de un sistema dual.
Tabla 1. Edificacion - Sistema estructural (tomada de la tabla A.3-3). C. SISTEMA DE PORTICO RESISTENTE A
MOMENTO ValorR0
ValorΩ0
zonas de amenaza sísmica Sistema resistencia
sísmica (fuerzashorizontales)
Sistemaresistencia paracargas verticales
alta intermedia bajaUso
permitAlturamáx.
Usopermit
Alturamáx.
Usopermit
Alturamáx.
2. Pórticos resistentes a momentos con capacidad moderada de disipación de energía (DMO)
b. De acero (DMO) el mismo 5.0 3.0 No se permite siSin
limitesi
sinLímite
4.2.1 Materiales definidos en el modelo estructural
En la tabla siguiente se muestran los materiales y sus propiedades mecánicas utilizados para el diseño de la estructura;.
Tabla 2. Propiedades generales de los materiales Material Type SymType UnitWeight UnitMass E1 G12
Text Text Text KN/m3 KN-s2/m4 KN/m2 KN/m2
ASTM A500 GR C Isotropic 7.70 77 Kn/m3 200000000 77000 350000 ASTM A36 Isotropic 7.70 77 Kn/m3 200000000 77000 250000 ASTM A1011 Isotropic 7.70 77 Kn/m3 200000000 77000 350000
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4.2.2 Secciones de los elementos del modelo
La modelación de la estructura se hizo teniendo en cuenta los parámetros establecidos y atendiendo a todas lasdisposiciones contempladas en la NSR-10 y al anexo del decreto 92 de enero 17 de 2011 . A continuación se describirá lageometría del modelo analizado:
El modelo del edificio esta compuesto vigas en celosía soporte de cubierta de cubierta. Se modeló la composición deelementos: vigas y columnas. Se hace la la distribución de cargas por cargas aferentes de acuerdo al avaluo de cargascorrespondiente a la que soportara la estructura.
A continuación se presenta la geometría básica y la asignación de secciones utilizadas en el modelo para el análisis de laestructura.
Tabla 3. Definición de las secciones de los elementos para el modelo de evaluaciónSectionName Material Depth WidthTop Area
PHR100X40X3MM A500GrB46 10 4 8.04PTE220X220X7MM A500GrB46 22 22 59.64PTE100X40X2MM A500GrB46 10 4 5.44PTE40X40X1.5 A500GrB46 4 4 2.31PTE40X40X3MM A500GrB46 4 4 4.44PTE80X40X1.5MM A500GrB46 8 4 3.51PHR100X50X1.5MM ASTM A1011 10 5 4.41IPE160 ASTM A36 16 8.2 20.1
Ilustración 2. (ID de elementos).
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Ilustración 3. Base (ID de Nudos).
4.2.2.1 Asig nación de seccio nes
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect1 PTE220X220X7MM2 PTE220X220X7MM3 PTE220X220X7MM4 PTE220X220X7MM5 PTE220X220X7MM6 PTE220X220X7MM7 PTE220X220X7MM8 PTE220X220X7MM9 PTE220X220X7MM10 PTE220X220X7MM
11 PTE220X220X7MM12 PTE220X220X7MM13 PTE220X220X7MM14 PTE220X220X7MM15 PTE220X220X7MM16 PTE220X220X7MM17 PTE220X220X7MM18 PTE220X220X7MM19 IPE16020 IPE16021 PHR100X50X1.5MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect31 PHR100X40X3MM32 PHR100X40X3MM33 PHR100X40X3MM34 PHR100X40X3MM35 PHR100X40X3MM36 PHR100X40X3MM37 PHR100X40X3MM38 PHR100X40X3MM39 PHR100X40X3MM40 PHR100X40X3MM
41 PHR100X40X3MM42 PHR100X40X3MM43 PHR100X40X3MM44 PHR100X50X1.5MM45 PHR100X50X1.5MM46 PHR100X50X1.5MM47 PHR100X50X1.5MM48 PHR100X50X1.5MM49 PHR100X50X1.5MM50 PHR100X50X1.5MM51 PHR100X50X1.5MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect52 PHR100X50X1.5MM53 PHR100X40X3MM54 PHR100X40X3MM55 PHR100X40X3MM56 PHR100X40X3MM57 PHR100X40X3MM58 PHR100X40X3MM59 PHR100X40X3MM60 PHR100X40X3MM61 PHR100X40X3MM
62 PHR100X40X3MM63 PHR100X40X3MM64 PHR100X40X3MM65 PHR100X40X3MM66 PHR100X40X3MM67 PHR100X40X3MM68 PHR100X40X3MM69 PHR100X40X3MM70 PHR100X40X3MM71 PHR100X40X3MM72 PHR100X40X3MM
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Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect73 PHR100X40X3MM74 PHR100X40X3MM75 PHR100X40X3MM
76 PHR100X40X3MM77 PHR100X40X3MM78 PHR100X40X3MM79 PHR100X40X3MM80 PHR100X40X3MM81 PHR100X40X3MM82 PHR100X40X3MM83 PHR100X40X3MM84 PHR100X40X3MM85 PHR100X40X3MM86 PHR100X40X3MM87 PHR100X40X3MM88 PHR100X40X3MM89 PHR100X40X3MM90 PHR100X40X3MM91 PHR100X40X3MM
92 PHR100X40X3MM93 PHR100X40X3MM94 PHR100X40X3MM95 PHR100X40X3MM96 PHR100X40X3MM97 PHR100X40X3MM98 PHR100X40X3MM99 PHR100X40X3MM100 PHR100X40X3MM101 PHR100X40X3MM102 PHR100X40X3MM103 PHR100X40X3MM104 PHR100X40X3MM105 PHR100X40X3MM106 PHR100X40X3MM107 PHR100X40X3MM
108 PHR100X40X3MM109 PHR100X40X3MM110 PHR100X40X3MM111 PHR100X40X3MM112 PHR100X40X3MM113 PHR100X40X3MM114 PHR100X40X3MM115 PHR100X40X3MM116 PHR100X40X3MM117 PHR100X40X3MM118 PHR100X40X3MM119 PHR100X40X3MM120 PHR100X40X3MM121 PHR100X40X3MM122 PHR100X40X3MM123 PHR100X40X3MM124 PHR100X40X3MM125 PHR100X40X3MM126 PHR100X40X3MM127 PHR100X40X3MM128 PHR100X40X3MM129 PHR100X40X3MM130 PHR100X40X3MM131 PHR100X40X3MM132 PHR100X40X3MM133 PHR100X40X3MM134 PHR100X40X3MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect135 PHR100X40X3MM136 PHR100X40X3MM137 PHR100X40X3MM
138 PHR100X40X3MM139 PHR100X40X3MM140 PHR100X40X3MM141 PHR100X40X3MM142 PHR100X40X3MM143 PHR100X40X3MM144 PHR100X40X3MM145 PHR100X40X3MM146 PHR100X40X3MM147 PHR100X40X3MM148 PHR100X40X3MM149 PHR100X40X3MM150 PHR100X40X3MM151 PHR100X40X3MM152 PHR100X40X3MM153 PHR100X40X3MM
154 PHR100X40X3MM155 PHR100X40X3MM156 PHR100X40X3MM157 PHR100X40X3MM158 PHR100X40X3MM159 PHR100X40X3MM160 PHR100X40X3MM161 PHR100X40X3MM162 PHR100X50X1.5MM163 PHR100X40X3MM164 PHR100X40X3MM165 PHR100X40X3MM166 PHR100X40X3MM167 PHR100X40X3MM168 PHR100X40X3MM169 PHR100X40X3MM
170 PHR100X40X3MM171 PHR100X40X3MM172 PHR100X40X3MM173 PHR100X50X1.5MM174 PHR100X50X1.5MM175 PHR100X50X1.5MM176 PHR100X50X1.5MM177 PHR100X50X1.5MM178 PHR100X50X1.5MM179 PHR100X50X1.5MM180 PHR100X50X1.5MM181 PHR100X50X1.5MM182 PHR100X40X3MM183 PHR100X40X3MM184 PHR100X40X3MM185 PHR100X40X3MM186 PHR100X40X3MM187 PHR100X40X3MM188 PHR100X40X3MM189 PHR100X40X3MM190 PHR100X40X3MM191 PHR100X40X3MM192 PHR100X40X3MM193 PHR100X40X3MM194 PHR100X40X3MM195 PHR100X40X3MM196 PHR100X40X3MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect197 PHR100X40X3MM198 PHR100X40X3MM199 PHR100X40X3MM
200 PHR100X40X3MM201 PHR100X40X3MM202 PHR100X40X3MM203 PHR100X40X3MM204 PHR100X40X3MM205 PHR100X40X3MM206 PHR100X40X3MM207 PHR100X40X3MM208 PHR100X40X3MM209 PHR100X40X3MM210 PHR100X40X3MM211 PHR100X40X3MM212 PHR100X40X3MM213 PHR100X40X3MM214 PHR100X40X3MM215 PHR100X40X3MM
216 PHR100X40X3MM217 PHR100X40X3MM218 PHR100X40X3MM219 PHR100X40X3MM220 PHR100X40X3MM221 PHR100X40X3MM222 PHR100X40X3MM223 PHR100X40X3MM224 PHR100X40X3MM225 PHR100X40X3MM226 PHR100X40X3MM227 PHR100X40X3MM228 PHR100X40X3MM229 PHR100X40X3MM230 PHR100X40X3MM231 PHR100X40X3MM
232 PHR100X40X3MM233 PHR100X40X3MM234 PHR100X40X3MM235 PHR100X40X3MM236 PHR100X40X3MM237 PHR100X40X3MM238 PHR100X40X3MM239 PHR100X40X3MM240 PHR100X40X3MM241 PHR100X40X3MM242 PHR100X40X3MM243 PHR100X40X3MM244 PHR100X40X3MM245 PHR100X40X3MM246 PHR100X40X3MM247 PHR100X40X3MM248 PHR100X40X3MM249 PHR100X40X3MM250 PHR100X40X3MM251 PHR100X40X3MM252 PHR100X40X3MM253 PHR100X40X3MM254 PHR100X40X3MM255 PHR100X40X3MM256 PHR100X40X3MM257 PHR100X40X3MM258 PHR100X40X3MM
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Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect259 PHR100X40X3MM260 PHR100X40X3MM261 PHR100X40X3MM
262 PHR100X40X3MM263 PHR100X40X3MM264 PHR100X40X3MM265 PHR100X40X3MM266 PHR100X40X3MM267 PHR100X40X3MM268 PHR100X40X3MM269 PHR100X40X3MM270 PHR100X40X3MM271 PHR100X40X3MM272 PHR100X40X3MM273 PHR100X40X3MM274 PHR100X40X3MM275 PHR100X40X3MM276 PHR100X40X3MM277 PHR100X40X3MM
278 PHR100X40X3MM279 PHR100X40X3MM280 PHR100X40X3MM281 PHR100X40X3MM282 PHR100X40X3MM283 PHR100X40X3MM284 PHR100X40X3MM285 PHR100X40X3MM286 PHR100X40X3MM287 PHR100X40X3MM288 PTE80X40X1.5MM289 PTE80X40X1.5MM290 PTE80X40X1.5MM291 PTE80X40X1.5MM292 PTE80X40X1.5MM293 PTE80X40X1.5MM
294 PHR100X40X3MM295 PHR100X40X3MM296 PHR100X40X3MM297 PHR100X40X3MM298 PHR100X40X3MM299 PHR100X40X3MM300 PHR100X40X3MM301 PHR100X40X3MM302 PTE80X40X1.5MM303 PTE80X40X1.5MM304 PTE80X40X1.5MM305 PTE80X40X1.5MM306 PTE80X40X1.5MM307 PTE80X40X1.5MM308 PTE80X40X1.5MM309 PTE80X40X1.5MM310 PTE80X40X1.5MM311 PTE80X40X1.5MM312 PTE80X40X1.5MM313 PTE80X40X1.5MM314 PTE80X40X1.5MM315 PTE80X40X1.5MM316 PTE80X40X1.5MM317 PTE80X40X1.5MM318 PTE80X40X1.5MM319 PTE80X40X1.5MM320 PTE80X40X1.5MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect321 PTE80X40X1.5MM322 PTE80X40X1.5MM323 PTE80X40X1.5MM
324 PTE80X40X1.5MM325 PTE80X40X1.5MM326 PHR100X40X3MM327 PTE80X40X1.5MM328 PTE80X40X1.5MM329 PTE80X40X1.5MM330 PTE80X40X1.5MM331 PTE80X40X1.5MM332 PTE80X40X1.5MM333 PHR100X40X3MM334 PHR100X40X3MM335 PHR100X40X3MM336 PHR100X40X3MM337 PHR100X40X3MM338 PHR100X40X3MM339 PHR100X40X3MM
340 PHR100X40X3MM341 PTE80X40X1.5MM342 PTE80X40X1.5MM343 PTE80X40X1.5MM344 PTE80X40X1.5MM345 PTE80X40X1.5MM346 PTE80X40X1.5MM347 PTE80X40X1.5MM348 PTE80X40X1.5MM349 PTE80X40X1.5MM350 PTE80X40X1.5MM351 PTE80X40X1.5MM352 PTE80X40X1.5MM353 PTE80X40X1.5MM354 PTE80X40X1.5MM355 PTE80X40X1.5MM
356 PTE80X40X1.5MM357 PTE80X40X1.5MM358 PTE80X40X1.5MM359 PTE80X40X1.5MM360 PTE80X40X1.5MM361 PTE80X40X1.5MM362 PTE80X40X1.5MM363 PTE80X40X1.5MM364 PTE80X40X1.5MM365 PTE100X40X2MM366 PTE100X40X2MM367 PHR100X40X3MM368 PHR100X40X3MM369 PHR100X40X3MM370 PHR100X40X3MM371 PHR100X40X3MM372 PHR100X40X3MM373 PHR100X40X3MM374 PHR100X40X3MM375 PTE100X40X2MM376 PTE100X40X2MM377 PTE100X40X2MM378 PTE100X40X2MM379 PHR100X40X3MM380 PHR100X40X3MM381 PHR100X40X3MM382 PHR100X40X3MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect383 PHR100X40X3MM384 PHR100X40X3MM385 PHR100X40X3MM
386 PHR100X40X3MM387 PTE100X40X2MM388 PTE100X40X2MM389 PTE40X40X3MM390 PTE40X40X3MM391 PTE40X40X3MM392 PTE40X40X3MM393 PTE40X40X1.5MM394 PTE40X40X1.5MM395 PTE40X40X1.5MM396 PTE40X40X1.5MM397 PTE40X40X1.5MM398 PTE40X40X1.5MM399 PTE40X40X1.5MM400 PTE40X40X1.5MM401 PTE40X40X1.5MM
402 PTE40X40X1.5MM403 PTE40X40X1.5MM404 PTE40X40X1.5MM405 PTE40X40X1.5MM406 PTE40X40X1.5MM407 PTE40X40X1.5MM408 PTE40X40X3MM409 PTE40X40X3MM410 PTE40X40X3MM411 PTE40X40X3MM412 PTE100X40X2MM413 PTE100X40X2MM438 PTE100X40X2MM439 PTE100X40X2MM440 PHR100X40X3MM441 PHR100X40X3MM
442 PHR100X40X3MM443 PHR100X40X3MM444 PHR100X40X3MM445 PHR100X40X3MM446 PHR100X40X3MM447 PHR100X40X3MM448 PTE100X40X2MM449 PTE100X40X2MM450 PTE100X40X2MM451 PTE100X40X2MM452 PHR100X40X3MM453 PHR100X40X3MM454 PHR100X40X3MM455 PHR100X40X3MM456 PHR100X40X3MM457 PHR100X40X3MM458 PHR100X40X3MM459 PHR100X40X3MM460 PTE100X40X2MM461 PTE100X40X2MM462 PTE40X40X3MM463 PTE40X40X3MM464 PTE40X40X3MM465 PTE40X40X3MM466 PTE40X40X1.5MM467 PTE40X40X1.5MM468 PTE40X40X1.5MM
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
10
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect469 PTE40X40X1.5MM470 PTE40X40X1.5MM471 PTE40X40X1.5MM
472 PTE40X40X1.5MM473 PTE40X40X1.5MM474 PTE40X40X1.5MM475 PTE40X40X1.5MM476 PTE40X40X1.5MM477 PTE40X40X1.5MM478 PTE40X40X1.5MM479 PTE40X40X1.5MM480 PTE40X40X1.5MM481 PTE40X40X3MM482 PTE40X40X3MM483 PTE40X40X3MM484 PTE40X40X3MM485 PTE100X40X2MM486 PTE100X40X2MM510 PTE100X40X2MM
511 PTE100X40X2MM512 PHR100X40X3MM513 PHR100X40X3MM514 PHR100X40X3MM515 PHR100X40X3MM516 PHR100X40X3MM517 PHR100X40X3MM518 PHR100X40X3MM519 PHR100X40X3MM520 PTE100X40X2MM521 PTE100X40X2MM522 PTE100X40X2MM523 PTE100X40X2MM524 PHR100X40X3MM525 PHR100X40X3MM526 PHR100X40X3MM
527 PHR100X40X3MM528 PHR100X40X3MM529 PHR100X40X3MM530 PHR100X40X3MM531 PHR100X40X3MM532 PTE100X40X2MM533 PTE100X40X2MM534 PTE40X40X3MM535 PTE40X40X3MM536 PTE40X40X3MM537 PTE40X40X3MM538 PTE40X40X1.5MM539 PTE40X40X1.5MM540 PTE40X40X1.5MM541 PTE40X40X1.5MM542 PTE40X40X1.5MM543 PTE40X40X1.5MM544 PTE40X40X1.5MM545 PTE40X40X1.5MM546 PTE40X40X1.5MM547 PTE40X40X1.5MM548 PTE40X40X1.5MM549 PTE40X40X1.5MM550 PTE40X40X1.5MM551 PTE40X40X1.5MM552 PTE40X40X1.5MM553 PTE40X40X3MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect554 PTE40X40X3MM555 PTE40X40X3MM556 PTE40X40X3MM
557 PTE100X40X2MM558 PTE100X40X2MM582 PTE100X40X2MM583 PTE100X40X2MM584 PHR100X40X3MM585 PHR100X40X3MM586 PHR100X40X3MM587 PHR100X40X3MM588 PHR100X40X3MM589 PHR100X40X3MM590 PHR100X40X3MM591 PHR100X40X3MM592 PTE100X40X2MM593 PTE100X40X2MM594 PTE100X40X2MM595 PTE100X40X2MM
596 PHR100X40X3MM597 PHR100X40X3MM598 PHR100X40X3MM599 PHR100X40X3MM600 PHR100X40X3MM601 PHR100X40X3MM602 PHR100X40X3MM603 PHR100X40X3MM604 PTE100X40X2MM605 PTE100X40X2MM606 PTE40X40X3MM607 PTE40X40X3MM608 PTE40X40X3MM609 PTE40X40X3MM610 PTE40X40X1.5MM611 PTE40X40X1.5MM
612 PTE40X40X1.5MM613 PTE40X40X1.5MM614 PTE40X40X1.5MM615 PTE40X40X1.5MM616 PTE40X40X1.5MM617 PTE40X40X1.5MM618 PTE40X40X1.5MM619 PTE40X40X1.5MM620 PTE40X40X1.5MM621 PTE40X40X1.5MM622 PTE40X40X1.5MM623 PTE40X40X1.5MM624 PTE40X40X1.5MM625 PTE40X40X3MM626 PTE40X40X3MM627 PTE40X40X3MM628 PTE40X40X3MM629 PTE100X40X2MM630 PTE100X40X2MM654 PTE100X40X2MM655 PTE100X40X2MM656 PHR100X40X3MM657 PHR100X40X3MM658 PHR100X40X3MM659 PHR100X40X3MM660 PHR100X40X3MM661 PHR100X40X3MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect662 PHR100X40X3MM663 PHR100X40X3MM664 PTE100X40X2MM
665 PTE100X40X2MM666 PTE100X40X2MM667 PTE100X40X2MM668 PHR100X40X3MM669 PHR100X40X3MM670 PHR100X40X3MM671 PHR100X40X3MM672 PHR100X40X3MM673 PHR100X40X3MM674 PHR100X40X3MM675 PHR100X40X3MM676 PTE100X40X2MM677 PTE100X40X2MM678 PTE40X40X3MM679 PTE40X40X3MM680 PTE40X40X3MM
681 PTE40X40X3MM682 PTE40X40X1.5MM683 PTE40X40X1.5MM684 PTE40X40X1.5MM685 PTE40X40X1.5MM686 PTE40X40X1.5MM687 PTE40X40X1.5MM688 PTE40X40X1.5MM689 PTE40X40X1.5MM690 PTE40X40X1.5MM691 PTE40X40X1.5MM692 PTE40X40X1.5MM693 PTE40X40X1.5MM694 PTE40X40X1.5MM695 PTE40X40X1.5MM696 PTE40X40X1.5MM
697 PTE40X40X3MM698 PTE40X40X3MM699 PTE40X40X3MM700 PTE40X40X3MM701 PTE100X40X2MM702 PTE100X40X2MM726 PTE100X40X2MM727 PTE100X40X2MM728 PHR100X40X3MM729 PHR100X40X3MM730 PHR100X40X3MM731 PHR100X40X3MM732 PHR100X40X3MM733 PHR100X40X3MM734 PHR100X40X3MM735 PHR100X40X3MM736 PTE100X40X2MM737 PTE100X40X2MM738 PTE100X40X2MM739 PTE100X40X2MM740 PHR100X40X3MM741 PHR100X40X3MM742 PHR100X40X3MM743 PHR100X40X3MM744 PHR100X40X3MM745 PHR100X40X3MM746 PHR100X40X3MM
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
11
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect747 PHR100X40X3MM748 PTE100X40X2MM749 PTE100X40X2MM
750 PTE40X40X3MM751 PTE40X40X3MM752 PTE40X40X3MM753 PTE40X40X3MM754 PTE40X40X1.5MM755 PTE40X40X1.5MM756 PTE40X40X1.5MM757 PTE40X40X1.5MM758 PTE40X40X1.5MM759 PTE40X40X1.5MM760 PTE40X40X1.5MM761 PTE40X40X1.5MM762 PTE40X40X1.5MM763 PTE40X40X1.5MM764 PTE40X40X1.5MM765 PTE40X40X1.5MM
766 PTE40X40X1.5MM767 PTE40X40X1.5MM768 PTE40X40X1.5MM769 PTE40X40X3MM770 PTE40X40X3MM771 PTE40X40X3MM772 PTE40X40X3MM773 PTE100X40X2MM774 PTE100X40X2MM798 PTE100X40X2MM799 PTE100X40X2MM800 PHR100X40X3MM801 PHR100X40X3MM802 PHR100X40X3MM803 PHR100X40X3MM804 PHR100X40X3MM
805 PHR100X40X3MM806 PHR100X40X3MM807 PHR100X40X3MM808 PTE100X40X2MM809 PTE100X40X2MM810 PTE100X40X2MM811 PTE100X40X2MM812 PHR100X40X3MM813 PHR100X40X3MM814 PHR100X40X3MM815 PHR100X40X3MM816 PHR100X40X3MM817 PHR100X40X3MM818 PHR100X40X3MM819 PHR100X40X3MM820 PTE100X40X2MM821 PTE100X40X2MM822 PTE40X40X3MM823 PTE40X40X3MM824 PTE40X40X3MM825 PTE40X40X3MM826 PTE40X40X1.5MM827 PTE40X40X1.5MM828 PTE40X40X1.5MM829 PTE40X40X1.5MM830 PTE40X40X1.5MM831 PTE40X40X1.5MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect832 PTE40X40X1.5MM833 PTE40X40X1.5MM834 PTE40X40X1.5MM
835 PTE40X40X1.5MM836 PTE40X40X1.5MM837 PTE40X40X1.5MM838 PTE40X40X1.5MM839 PTE40X40X1.5MM840 PTE40X40X1.5MM841 PTE40X40X3MM842 PTE40X40X3MM843 PTE40X40X3MM844 PTE40X40X3MM845 PTE100X40X2MM846 PTE100X40X2MM870 PTE100X40X2MM871 PTE100X40X2MM872 PHR100X40X3MM873 PHR100X40X3MM
874 PHR100X40X3MM875 PHR100X40X3MM876 PHR100X40X3MM877 PHR100X40X3MM878 PHR100X40X3MM879 PHR100X40X3MM880 PTE100X40X2MM881 PTE100X40X2MM882 PTE100X40X2MM883 PTE100X40X2MM884 PHR100X40X3MM885 PHR100X40X3MM886 PHR100X40X3MM887 PHR100X40X3MM888 PHR100X40X3MM889 PHR100X40X3MM
890 PHR100X40X3MM891 PHR100X40X3MM892 PTE100X40X2MM893 PTE100X40X2MM894 PTE40X40X3MM895 PTE40X40X3MM896 PTE40X40X3MM897 PTE40X40X3MM898 PTE40X40X1.5MM899 PTE40X40X1.5MM900 PTE40X40X1.5MM901 PTE40X40X1.5MM902 PTE40X40X1.5MM903 PTE40X40X1.5MM904 PTE40X40X1.5MM905 PTE40X40X1.5MM906 PTE40X40X1.5MM907 PTE40X40X1.5MM908 PTE40X40X1.5MM909 PTE40X40X1.5MM910 PTE40X40X1.5MM911 PTE40X40X1.5MM912 PTE40X40X1.5MM913 PTE40X40X3MM914 PTE40X40X3MM915 PTE40X40X3MM916 PTE40X40X3MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect917 PTE100X40X2MM918 PTE100X40X2MM942 PTE100X40X2MM
943 PTE100X40X2MM944 PHR100X40X3MM945 PHR100X40X3MM946 PHR100X40X3MM947 PHR100X40X3MM948 PHR100X40X3MM949 PHR100X40X3MM950 PHR100X40X3MM951 PHR100X40X3MM952 PTE100X40X2MM953 PTE100X40X2MM954 PTE100X40X2MM955 PTE100X40X2MM956 PHR100X40X3MM957 PHR100X40X3MM958 PHR100X40X3MM
959 PHR100X40X3MM960 PHR100X40X3MM961 PHR100X40X3MM962 PHR100X40X3MM963 PHR100X40X3MM964 PTE100X40X2MM965 PTE100X40X2MM966 PTE40X40X3MM967 PTE40X40X3MM968 PTE40X40X3MM969 PTE40X40X3MM970 PTE40X40X1.5MM971 PTE40X40X1.5MM972 PTE40X40X1.5MM973 PTE40X40X1.5MM974 PTE40X40X1.5MM
975 PTE40X40X1.5MM976 PTE40X40X1.5MM977 PTE40X40X1.5MM978 PTE40X40X1.5MM979 PTE40X40X1.5MM980 PTE40X40X1.5MM981 PTE40X40X1.5MM982 PTE40X40X1.5MM983 PTE40X40X1.5MM984 PTE40X40X1.5MM985 PTE40X40X3MM986 PTE40X40X3MM987 PTE40X40X3MM988 PTE40X40X3MM989 PTE100X40X2MM990 PTE100X40X2MM1022 PTE220X220X7MM1023 PTE220X220X7MM1024 PTE220X220X7MM1025 PTE220X220X7MM1026 PTE220X220X7MM1027 PTE220X220X7MM1028 PTE220X220X7MM1029 PTE220X220X7MM1030 PTE220X220X7MM1031 PTE220X220X7MM1032 PTE220X220X7MM
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
12
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect1033 PTE220X220X7MM1034 PTE220X220X7MM1035 PTE220X220X7MM
1036 PTE220X220X7MM1037 PTE220X220X7MM1038 PTE220X220X7MM1039 PTE220X220X7MM1040 IPE1601041 IPE1601042 IPE1601043 IPE1601044 IPE1601045 IPE1601046 IPE1601047 IPE1601048 IPE1601049 IPE1601050 IPE1601051 IPE160
1052 IPE1601053 IPE1601054 PHR100X50X1.5MM1055 PHR100X50X1.5MM1056 PHR100X50X1.5MM1057 PHR100X50X1.5MM1058 PHR100X50X1.5MM1059 PHR100X50X1.5MM1060 PHR100X50X1.5MM1061 PHR100X40X3MM1062 PHR100X40X3MM1063 PHR100X40X3MM1064 PHR100X40X3MM1065 PHR100X40X3MM1066 PHR100X40X3MM1067 PHR100X40X3MM
1068 PHR100X50X1.5MM1069 PHR100X50X1.5MM1070 PHR100X50X1.5MM1071 PHR100X50X1.5MM1072 PHR100X50X1.5MM1073 PHR100X50X1.5MM1074 PHR100X50X1.5MM1075 PHR100X50X1.5MM1076 PHR100X50X1.5MM1077 PHR100X50X1.5MM1078 PHR100X50X1.5MM1079 PHR100X50X1.5MM1080 PHR100X50X1.5MM1081 PHR100X50X1.5MM1082 PHR100X50X1.5MM1083 PHR100X50X1.5MM1084 PHR100X50X1.5MM1085 PHR100X50X1.5MM1086 PHR100X50X1.5MM1087 PHR100X50X1.5MM1088 PHR100X50X1.5MM1089 PHR100X50X1.5MM1090 PHR100X50X1.5MM1091 PHR100X50X1.5MM1092 PHR100X50X1.5MM1093 PHR100X50X1.5MM1094 PHR100X50X1.5MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect1095 PHR100X50X1.5MM1096 PHR100X50X1.5MM1097 PHR100X50X1.5MM
1098 PHR100X50X1.5MM1099 PHR100X50X1.5MM1100 PHR100X50X1.5MM1101 PHR100X50X1.5MM1102 PHR100X50X1.5MM1103 PHR100X50X1.5MM1104 PHR100X50X1.5MM1105 PHR100X50X1.5MM1106 PHR100X50X1.5MM1107 PHR100X50X1.5MM1108 PHR100X50X1.5MM1109 PHR100X50X1.5MM1110 PHR100X50X1.5MM1111 PHR100X50X1.5MM1112 PHR100X50X1.5MM1113 PHR100X50X1.5MM
1114 PHR100X50X1.5MM1115 PHR100X50X1.5MM1116 PHR100X50X1.5MM1117 PHR100X50X1.5MM1118 PHR100X50X1.5MM1119 PHR100X50X1.5MM1120 PHR100X50X1.5MM1121 PHR100X50X1.5MM1122 PHR100X50X1.5MM1123 PHR100X50X1.5MM1124 PHR100X50X1.5MM1125 PHR100X50X1.5MM1126 PHR100X50X1.5MM1127 PHR100X50X1.5MM1128 PHR100X50X1.5MM1129 PHR100X50X1.5MM
1130 PHR100X50X1.5MM1131 PHR100X40X3MM1132 PHR100X40X3MM1133 PHR100X40X3MM1134 PHR100X40X3MM1135 PHR100X40X3MM1136 PHR100X40X3MM1137 PHR100X40X3MM1138 PHR100X50X1.5MM1139 PHR100X50X1.5MM1140 PHR100X50X1.5MM1141 PHR100X50X1.5MM1142 PHR100X50X1.5MM1143 PHR100X50X1.5MM1144 PHR100X50X1.5MM1145 PHR100X50X1.5MM1146 PHR100X50X1.5MM1147 PHR100X50X1.5MM1148 PHR100X50X1.5MM1149 PHR100X50X1.5MM1150 PHR100X50X1.5MM1151 PHR100X50X1.5MM1152 PHR100X50X1.5MM1153 PHR100X50X1.5MM1154 PHR100X50X1.5MM1155 PHR100X50X1.5MM1156 PHR100X50X1.5MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect1157 PHR100X50X1.5MM1158 PHR100X50X1.5MM1159 PHR100X50X1.5MM
1160 PHR100X50X1.5MM1161 PHR100X50X1.5MM1162 PHR100X50X1.5MM1163 PHR100X50X1.5MM1164 PHR100X50X1.5MM1165 PHR100X50X1.5MM1166 PHR100X50X1.5MM1167 PHR100X50X1.5MM1168 PHR100X50X1.5MM1169 PHR100X50X1.5MM1170 PHR100X50X1.5MM1171 PHR100X50X1.5MM1172 PHR100X50X1.5MM1173 PHR100X50X1.5MM1174 PHR100X50X1.5MM1175 PHR100X50X1.5MM
1176 PHR100X50X1.5MM1177 PHR100X50X1.5MM1178 PHR100X50X1.5MM1179 PHR100X50X1.5MM1180 PHR100X50X1.5MM1181 PHR100X50X1.5MM1182 PHR100X50X1.5MM1183 PHR100X50X1.5MM1184 PHR100X50X1.5MM1185 PHR100X50X1.5MM1186 PHR100X50X1.5MM1187 PHR100X50X1.5MM1188 PHR100X50X1.5MM1189 PHR100X50X1.5MM1190 PHR100X50X1.5MM1191 PHR100X50X1.5MM
1192 PHR100X50X1.5MM1193 PHR100X50X1.5MM1194 PHR100X50X1.5MM1195 PHR100X50X1.5MM1196 PHR100X50X1.5MM1197 PHR100X50X1.5MM1198 PHR100X50X1.5MM1199 PHR100X50X1.5MM1200 PHR100X50X1.5MM1201 PHR100X50X1.5MM1202 PHR100X50X1.5MM1203 PHR100X50X1.5MM1204 PHR100X50X1.5MM1205 PHR100X50X1.5MM1206 PHR100X50X1.5MM1207 PHR100X50X1.5MM1208 PHR100X40X3MM1209 PHR100X40X3MM1210 PHR100X40X3MM1211 PHR100X40X3MM1212 PHR100X40X3MM1213 PHR100X40X3MM1214 PHR100X40X3MM1215 PTE80X40X1.5MM1216 PTE80X40X1.5MM1217 PTE80X40X1.5MM1218 PTE80X40X1.5MM
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
13
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect1219 PTE80X40X1.5MM1220 PTE80X40X1.5MM1221 PTE80X40X1.5MM
1222 PTE80X40X1.5MM1223 PTE80X40X1.5MM1224 PTE80X40X1.5MM1225 PTE80X40X1.5MM1226 PTE80X40X1.5MM1227 PTE80X40X1.5MM1228 PTE80X40X1.5MM1229 PTE80X40X1.5MM1230 PTE80X40X1.5MM1231 PTE80X40X1.5MM1232 PTE80X40X1.5MM1233 PTE80X40X1.5MM1234 PTE80X40X1.5MM1235 PTE80X40X1.5MM1236 PTE80X40X1.5MM1237 PTE80X40X1.5MM
1238 PTE80X40X1.5MM1239 PTE80X40X1.5MM1240 PTE80X40X1.5MM1241 PTE80X40X1.5MM1242 PTE80X40X1.5MM1243 PTE80X40X1.5MM1244 PTE80X40X1.5MM1245 PTE80X40X1.5MM1246 PTE80X40X1.5MM1247 PTE80X40X1.5MM1248 PTE80X40X1.5MM1249 PTE80X40X1.5MM1250 PTE80X40X1.5MM1251 PTE80X40X1.5MM1252 PTE80X40X1.5MM1253 PTE80X40X1.5MM
1254 PTE80X40X1.5MM1255 PTE80X40X1.5MM1256 PTE80X40X1.5MM1258 PTE40X40X3MM1259 PTE40X40X3MM1260 PTE40X40X3MM1261 PTE40X40X3MM1262 PTE40X40X1.5MM1263 PTE40X40X1.5MM1264 PTE40X40X1.5MM1265 PTE40X40X1.5MM1266 PTE40X40X1.5MM1267 PTE40X40X1.5MM1268 PTE40X40X1.5MM1269 PTE40X40X1.5MM1270 PTE40X40X1.5MM1271 PTE40X40X1.5MM1272 PTE40X40X1.5MM1273 PTE40X40X1.5MM1274 PTE40X40X1.5MM1275 PTE40X40X1.5MM1276 PTE40X40X3MM1277 PTE40X40X3MM1278 PTE40X40X3MM1279 PTE40X40X3MM1280 PTE40X40X3MM1281 PTE40X40X3MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect1282 PTE40X40X3MM1283 PTE40X40X3MM1284 PTE40X40X3MM
1285 PTE40X40X3MM1286 PTE40X40X3MM1287 PTE40X40X1.5MM1288 PTE40X40X1.5MM1289 PTE40X40X1.5MM1290 PTE40X40X1.5MM1291 PTE40X40X1.5MM1292 PTE40X40X1.5MM1293 PTE40X40X1.5MM1294 PTE40X40X1.5MM1295 PTE40X40X1.5MM1296 PTE40X40X1.5MM1297 PTE40X40X1.5MM1298 PTE40X40X1.5MM1299 PTE40X40X1.5MM1300 PTE40X40X1.5MM
1301 PTE40X40X3MM1302 PTE40X40X3MM1303 PTE40X40X3MM1304 PTE40X40X3MM1305 PTE40X40X3MM1306 PTE40X40X3MM1307 PTE40X40X3MM1308 PTE40X40X3MM1309 PTE40X40X3MM1310 PTE40X40X1.5MM1311 PTE40X40X1.5MM1312 PTE40X40X1.5MM1313 PTE40X40X1.5MM1314 PTE40X40X1.5MM1315 PTE40X40X1.5MM1316 PTE40X40X1.5MM
1317 PTE40X40X1.5MM1318 PTE40X40X1.5MM1319 PTE40X40X1.5MM1320 PTE40X40X1.5MM1321 PTE40X40X1.5MM1322 PTE40X40X1.5MM1323 PTE40X40X1.5MM1324 PTE40X40X3MM1325 PTE40X40X3MM1326 PTE40X40X3MM1327 PTE40X40X3MM1328 PTE40X40X3MM1329 PTE40X40X3MM1330 PTE40X40X3MM1331 PTE40X40X3MM1332 PTE40X40X3MM1333 PTE40X40X3MM1334 PTE40X40X1.5MM1335 PTE40X40X1.5MM1336 PTE40X40X1.5MM1337 PTE40X40X1.5MM1338 PTE40X40X1.5MM1339 PTE40X40X1.5MM1340 PTE40X40X1.5MM1341 PTE40X40X1.5MM1342 PTE40X40X1.5MM1343 PTE40X40X1.5MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect1344 PTE40X40X1.5MM1345 PTE40X40X1.5MM1346 PTE40X40X1.5MM
1347 PTE40X40X1.5MM1348 PTE40X40X3MM1349 PTE40X40X3MM1350 PTE40X40X3MM1351 PTE40X40X3MM1352 PTE40X40X3MM1353 PTE40X40X3MM1354 PTE40X40X3MM1355 PTE40X40X3MM1356 PTE40X40X3MM1357 PTE40X40X3MM1358 PTE40X40X1.5MM1359 PTE40X40X1.5MM1360 PTE40X40X1.5MM1361 PTE40X40X1.5MM1362 PTE40X40X1.5MM
1363 PTE40X40X1.5MM1364 PTE40X40X1.5MM1365 PTE40X40X1.5MM1366 PTE40X40X1.5MM1367 PTE40X40X1.5MM1368 PTE40X40X1.5MM1369 PTE40X40X1.5MM1370 PTE40X40X1.5MM1371 PTE40X40X1.5MM1372 PTE40X40X3MM1373 PTE40X40X3MM1374 PTE40X40X3MM1375 PTE40X40X3MM1376 PTE40X40X3MM1377 PTE40X40X3MM1378 PTE40X40X3MM
1379 PTE40X40X3MM1380 PTE40X40X3MM1381 PTE40X40X3MM1382 PTE40X40X1.5MM1383 PTE40X40X1.5MM1384 PTE40X40X1.5MM1385 PTE40X40X1.5MM1386 PTE40X40X1.5MM1387 PTE40X40X1.5MM1388 PTE40X40X1.5MM1389 PTE40X40X1.5MM1390 PTE40X40X1.5MM1391 PTE40X40X1.5MM1392 PTE40X40X1.5MM1393 PTE40X40X1.5MM1394 PTE40X40X1.5MM1395 PTE40X40X1.5MM1396 PTE40X40X3MM1397 PTE40X40X3MM1398 PTE40X40X3MM1399 PTE40X40X3MM1400 PTE40X40X3MM1401 PTE40X40X3MM1402 PTE40X40X3MM1403 PTE40X40X3MM1404 PTE40X40X3MM1405 PTE40X40X3MM
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Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect1406 PTE40X40X1.5MM1407 PTE40X40X1.5MM1408 PTE40X40X1.5MM
1409 PTE40X40X1.5MM1410 PTE40X40X1.5MM1411 PTE40X40X1.5MM1412 PTE40X40X1.5MM1413 PTE40X40X1.5MM1414 PTE40X40X1.5MM1415 PTE40X40X1.5MM1416 PTE40X40X1.5MM1417 PTE40X40X1.5MM1418 PTE40X40X1.5MM1419 PTE40X40X1.5MM1420 PTE40X40X3MM1421 PTE40X40X3MM1422 PTE40X40X3MM1423 PTE40X40X3MM1424 PTE40X40X3MM
1425 PTE40X40X3MM1426 PTE40X40X3MM1427 PTE40X40X3MM1428 PTE40X40X3MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect1429 PTE40X40X3MM1430 PTE40X40X1.5MM1431 PTE40X40X1.5MM
1432 PTE40X40X1.5MM1433 PTE40X40X1.5MM1434 PTE40X40X1.5MM1435 PTE40X40X1.5MM1436 PTE40X40X1.5MM1437 PTE40X40X1.5MM1438 PTE40X40X1.5MM1439 PTE40X40X1.5MM1440 PTE40X40X1.5MM1441 PTE40X40X1.5MM1442 PTE40X40X1.5MM1443 PTE40X40X1.5MM1444 PTE40X40X3MM1445 PTE40X40X3MM1446 PTE40X40X3MM1447 PTE40X40X3MM
1448 PTE40X40X3MM1449 PTE40X40X3MM1450 PTE40X40X3MM1451 PTE40X40X3MM
Tabla 4. Asignacion desecciones a elementos
Frame Analysis/DesignSect1452 PTE40X40X3MM1453 PTE40X40X3MM1454 PTE40X40X1.5MM
1455 PTE40X40X1.5MM1456 PTE40X40X1.5MM1457 PTE40X40X1.5MM1458 PTE40X40X1.5MM1459 PTE40X40X1.5MM1460 PTE40X40X1.5MM1461 PTE40X40X1.5MM1462 PTE40X40X1.5MM1463 PTE40X40X1.5MM1464 PTE40X40X1.5MM1465 PTE40X40X1.5MM1466 PTE40X40X1.5MM1467 PTE40X40X1.5MM1468 PTE40X40X3MM1469 PTE40X40X3MM1470 PTE40X40X3MM
1471 PTE40X40X3MM1472 PTE40X40X3MM1473 PTE40X40X3MM
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5 CARGAS
5.1 CARGA MUERTA
El procesador de análisis de la estructura cuantifica la carga muerta producida por los elementos que la conforman,
(columnas y vigas) dependiendo de la geometría y peso unitario de los materiales que la conforman. La cargasobreimpuesta o carga adicional (Cubierta) serán suministradas específicamente al modelo mediante la asignación decarga uniformemente distribuida a los elementos.
A continuación se presenta la evaluación de la carga sobre-impuesta que actúa sobre los diferentes espacios de estructuray las cuales son introducidas al modelo.
Cubierta
Teja: Policarbonato 0.05 kN/m2
I luminacion: 0.08 kN/m2
Otros: Cargas no contempladas 0.02KN/m2
SUBTOTAL (Carga Sobre Impuesta) = 0.15 kN/m 2
Ilustración 4. Carga Muerta impuesta Cubierta (Unidad: kN/m2 )
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5.2 CARGA VIVA
Teniendo en cuenta la consideración que se establecen B.4.2.1, acerca de la carga viva que se debe asignar a la cubierta,se optó por diseñar con una carga viva igual 0.5 kN/m 2 .
5.3 CARGA DE GRANIZOSe asumió una carga de Granizo de 1.00 kN/m2.
5.4 CARGA DE VIENTO
Teniendo en cuenta la consideración que se establece en B.6.1.3, acerca de la carga minima de viento que se debe asignara la cubierta, se optó por diseñar con una carga de viento en succion igual 0.4 kN/m 2 .
Ilustración 5. Carga viva cubierta (Unidad: kN/m2 )
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Ilustración 6. Carga Granizo Cubierta (Unidad: kN/m2 )
Ilustración 7. Carga Granizo Cubierta (Unidad: kN/m2 )
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5.5 CASOS DE CARGA PARA CARGAS DE TRABAJO
Tabla 5. Constitución de los casos decarga de servcio ó trabajo
Case LoadName LoadSF- - -D DEAD 1
ID DEAD 1L VIVA 1G GRANIZO 1W WIND 1
5.6 CARGA SÍSMICA
FECHA : 25/03/2016
OBRA : Cubierta Piscina CALCULÓ : F.A.M.O
CLIENTE : REVISÓ : F.A.M.O
ING. FABIO MORALES ESTRUCTURA METÁLICA
ANALISIS S SMICO
MICROZONIFICACIÓN
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ZONA Fa Fv Tc TL Ao Coeficiente de Importancia
(475) (475) (s) (s) (g) I = 1.0
Cerros 1.35 1.30 0.62 3.00 0.18
Piedemonte A 1.65 2.00 0.78 3.00 0.22 Microzonificación Sísmica
Piedemonte B 1.95 1.70 0.56 3.00 0.26 Santafé de Bogotá, D.C.
Piedemonte C 1.80 1.70 0.60 3.00 0.24 Zona Lacustre-300 8
Lacustre-50 1.40 2.90 1.33 4.00 0.21Lacustre-100 1.30 3.20 1.58 4.00 0.20 Altura del edificio
Lacustre-200 1.20 3.50 1.87 4.00 0.18 hn = 3.9 metros
Lacustre-300 1.05 2.90 1.77 5.00 0.16
Lacustre-500 0.95 2.70 1.82 5.00 0.14 Aa 0.15
Lacustre Aluvial-200 1.10 2.80 1.63 4.00 0.17 Av 0.20
Lacustre aluvial-300 1.00 2.50 1.60 5.00 0.15
Aluvial-50 1.35 1.80 0.85 3.50 0.20
Aluvial-100 1.20 2.10 1.12 3.50 0.18
Aluvial-200 1.05 2.10 1.28 3.50 0.16
Aluvial-300 0.95 2.10 1.41 3.50 0.14
Deposito Ladera 1.65 1.70 0.66 3.00 0.22
Periodo de la estructura, Ta Ct α
Ct = 0.072 Estructura en concreto 0.047 0.9
Ta = 0.214 segundos 0.072 0.80.073 0.75
0.049 0.75
Parámetros del Espectro de Diseño
Fa = 1.05 TL = 5.00 Aceleración Espectral
Fv = 2.90 Ao = 0.16 Sa = 0.39375
Tc = 1.77
Coeficiente de Disipación de Energia, RSistema Estructural, Pórticos de Acero Resistentes a Momento, DMO
Ro = 5.0
R = 2.73375 R = fa.fp.fr .Ro
fa = 0.90 Irregularidades en altura Tipo :
fp = 0.90 Irregularidades en planta Tipo :
fr = 0.75 Ausencia de redundancia
0.90 Soldado en obra
Rc = 2.73
Masa Total de la Edificación, M
Dede ser igual a la masa total de la estructura más la mas a de aquellos elementos tales como muros divisorios y
particiones, equipos permanentes, tanques y sus contenidos, etc.
En depósitos o bodegas debe incluirse además un 25% de la masa correspondiente a los elementos que causan
la carga viva del piso. NSR-10
NIVEL ALTURA [m] AREA [m2] AVAL.[kN/m
2] MASA (kN) Mx.hx
k[kN.m
k] Cvx Vsx V x
Cubierta 3.40 364.50 0.60 218.70 743.58 1.000 86.11 31.50
TOTAL S 364.50 218.70 743.58 1.000 86.11 31.50
k, exponente relacionado con el periodo fundamental, T.
k = 1.00 para T menor o igual a 0.5 segundos, k = 1.0
Vs (DERIVAS) Vs = 86.11 [kN] para T entre 0.5 y 2.5 s egundos , k = 0.75 + 0.5T
V= Vs/Rc V = 31.50 [kN] para T mayor que 2.5 segundos, k = 2.0
Porticos resistentes a momentos de AceroPorticos arriostrados de acero estructural
Todos los otros s istemas est rucutrales
sistema estructural resistencia sismica
Porticos resistentes a momentos de
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Ilustración 8. Espectro elástico de diseño Microzonificacion sísmica CERROS (Reglamento colombiano Sismo Resistente 2010)
Como método de análisis del sistema de resistencia sísmica para efectos de evaluación de las edificaciones se justificasegún los literales b y d de A.3.4.2.1 el uso del método de la fuerza horizontal equivalente basado en la suposición deque la estructura sufrirá varios ciclos de deformación inelástica y disipación de energía sin llegar a colapsar, el cálculo delas fuerzas y desplazamientos en la estructura se calculan asumiendo un comportamiento linealmente elástico de lamisma.
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Ilustración 9. Fuerza Sismo X (FX)
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Ilustración 10. Fuerza Sismo Y (FY)
Ilustración 11. Fuerza Sismo Reducido X (EX)
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Ilustración 12. Fuerza Sismo Reducido Y (EY)
5.7 COMBINACIONES DE CARGA
A continuación se listan las combinaciones de cargas que fueron utilizadas para el diseño de la estructura, teniendo encuenta los lineamientos que se dan en C.21.3.3 acerca de la resistencia a cortante para las vigas y columnas del sistemaestructural de resistencia sísmica; el factor multiplicador del caso sísmico en cada una de las dos direcciones, contiene:para las vigas 2 veces EX ó EY, y para las columnas obedeciendo al factor de sobre-resistencia es 3 veces EX ó EY. Seenfatiza que el coeficiente R utilizado para el diseño del sistema estructural de resistencia sísmica es: 4.00.
5.7.1 Comibinaciones de carga ordinarias para diseño
Tabla 6. Definición de combinaciones de carga para diseño.ComboName ComboType CaseName ScaleFactor CaseTypeB243 Linear Add D 1.2 Linear StaticB243 ID 1.2 Linear StaticB243 G 1.6 Linear StaticB243 L 1 Linear StaticB244 Linear Add D 1.2 Linear StaticB244 ID 1.2 Linear StaticB244 W 1.6 Linear StaticB244 L 1 Linear StaticB244 G 0.5 Linear StaticB245A Linear Add D 1.2 Linear StaticB245A ID 1.2 Linear StaticB245A EX 1 Linear StaticB245A L 1 Linear StaticB245B Linear Add D 1.2 Linear StaticB245B ID 1.2 Linear StaticB245B EX -1 Linear StaticB245B L 1 Linear Static
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Tabla 6. Definición de combinaciones de carga para diseño.ComboName ComboType CaseName ScaleFactor CaseTypeB245C Linear Add D 1.2 Linear StaticB245C ID 1.2 Linear StaticB245C EY 1 Linear StaticB245C L 1 Linear Static
B245D Linear Add D 1.2 Linear StaticB245D ID 1.2 Linear StaticB245D EY -1 Linear StaticB245D L 1 Linear StaticB246 Linear Add D 0.9 Linear StaticB246 ID 0.9 Linear StaticB246 W 1.6 Linear StaticB247A Linear Add D 0.9 Linear StaticB247A ID 0.9 Linear StaticB247A EX 1 Linear StaticB247B Linear Add D 0.9 Linear StaticB247B ID 0.9 Linear StaticB247B EX -1 Linear StaticB247C Linear Add D 0.9 Linear StaticB247C ID 0.9 Linear StaticB247C EY 1 Linear StaticB247D Linear Add D 0.9 Linear StaticB247D ID 0.9 Linear StaticB247D EY -1 Linear Static
Las combinaciones de carga para evaluar los desplazamientos horizontales ante solicitaciones de fuerza sísmica y deacuerdo a A.3.6.3 son los siguientes:
Tabla 7. Combinaciones para evaluar derivas
CombinaciónNombre de combinación
para Software1.0 D + 1.0 L + 1.0 LR + 1.0 FSX DERIVX 1.0 D + 1.0 L + 1.0 LR + 1.0 FSY DERIVY
Tabla 8. Definición de combinaciones de carga para evaluación de la derivaCombinación Type Caso de carga Factor CaseType
DERIVAX ADD D 1 StaticDERIVAX ID 1 StaticDERIVAX FX 1 QuakeDERIVAY ADD D 1 StaticDERIVAY ID 1 StaticDERIVAY FY 1 Quake
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6 ANÁLISIS DE LA ESTRUCTURA
Dentro del análisis de la estructura, se realiza la determinación de las fuerzas (cortante, momento y torsión), giros ydesplazamientos que actúan en cada uno de los elementos de la estructura teniendo en cuenta su configuración dentrodel modelo tridimensional, el análisis se realiza para cada una de las combinaciones de carga enuncidas anteriormente.
El análisis sísmico se llevo acabo mediante el método de la fuerza horizontal equivalente; para la representación de losmovimientos sísmicos se utilizó el procedimiento de asignación de fuerzas sísmicas en cada una de sus columnas. Eneste análisis se evaluó la deriva en algunos ejes verticales de las columnas, tal como lo permite la metodología descritaen A.6.3.1.2 de la NSR-10
Se presenta a partir de lo anterior los resultados obtenidos del análisis del modelo estructural. Consideramos covenientepresentar unas figuras de los diagramas de momento de diferentes combiancones.
Ilustración 13. Diagrama de momento 3-3 (CARGA DE SERVICIO)
Ilustración 14. Diagrama de Cortante 2-2 (CARGA GRAVITACIONAL)
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Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
1 SERVICIO 1 -8.362 0
2 8.362 -20.906
2 SERVICIO 3 -13.594 0
4 13.594 -33.986
3 SERVICIO 5 -14.491 0399 14.491 -36.228
4 SERVICIO 7 -14.482 0
426 14.482 -36.204
5 SERVICIO 9 -14.457 0
10 14.457 -36.143
6 SERVICIO 11 -14.482 0
479 14.482 -36.204
7 SERVICIO 13 -14.491 0
14 14.491 -36.228
8 SERVICIO 15 -13.594 0
532 13.594 -33.986
9 SERVICIO 17 -8.362 0
559 8.362 -20.90610 SERVICIO 19 8.362 0
20 -8.362 20.906
11 SERVICIO 21 13.594 0
22 -13.594 33.986
12 SERVICIO 23 14.491 0
24 -14.491 36.228
13 SERVICIO 25 14.482 0
26 -14.482 36.204
14 SERVICIO 27 14.457 0
28 -14.457 36.143
15 SERVICIO 29 14.482 0
30 -14.482 36.204
16 SERVICIO 31 14.491 0
32 -14.491 36.228
17 SERVICIO 33 13.594 0
34 -13.594 33.986
18 SERVICIO 35 8.362 0
36 -8.362 20.906
19 SERVICIO 37 0.627 0.271
201 0.678 -0.35
20 SERVICIO 39 0.627 0.271
86 0.678 -0.35
21 SERVICIO 41 0.68 0
87 0.68 0
31 SERVICIO 61 -1.703 -0.874
62 1.703 0.077
32 SERVICIO 43 0.293 0.18245 -0.012 0.282
33 SERVICIO 39 0.911 0.596
41 -0.855 -0.057
34 SERVICIO 41 0.227 0.176
63 -0.17 -0.055
35 SERVICIO 63 0.272 0.152
64 -0.216 -0.003
36 SERVICIO 64 0.234 0.097
65 -0.178 0.029
37 SERVICIO 65 0.148 0.068
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
66 -0.092 0.006
38 SERVICIO 66 0.339 0.066
67 -0.283 0.124
39 SERVICIO 67 0.197 -0.041
68 -0.141 0.14440 SERVICIO 68 0.235 -0.07
69 -0.178 0.196
41 SERVICIO 69 0.192 -0.13
70 -0.136 0.23
42 SERVICIO 70 0.015 -0.179
71 0.041 0.171
43 SERVICIO 71 1.06 -0.115
61 -1.004 0.745
44 SERVICIO 63 0.68 0
88 0.68 0
45 SERVICIO 64 0.68 0
89 0.68 0
46 SERVICIO 65 0.68 090 0.68 0
47 SERVICIO 66 0.68 0
91 0.68 0
48 SERVICIO 67 0.68 0
92 0.68 0
49 SERVICIO 68 0.68 0
93 0.68 0
50 SERVICIO 69 0.68 0
94 0.68 0
51 SERVICIO 70 0.68 0
95 0.68 0
52 SERVICIO 71 0.68 0
85 0.68 0
53 SERVICIO 61 0.479 0.085
81 -0.423 0.19
54 SERVICIO 81 0.639 -0.19
43 -0.622 0.311
55 SERVICIO 61 0.791 0.691
83 0.092 0.371
56 SERVICIO 83 0.7 0.131
84 -0.644 0.279
57 SERVICIO 85 1.525 -0.202
83 -1.468 1.115
58 SERVICIO 86 1.527 0.991
87 -1.471 -0.077
59 SERVICIO 87 0.358 0.278
88 -0.301 -0.07760 SERVICIO 88 0.435 0.239
89 -0.379 0.009
61 SERVICIO 89 0.367 0.147
90 -0.31 0.06
62 SERVICIO 90 0.229 0.098
91 -0.173 0.024
63 SERVICIO 91 0.527 0.091
92 -0.47 0.213
64 SERVICIO 92 0.292 -0.082
93 -0.235 0.243
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Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
65 SERVICIO 93 0.349 -0.127
94 -0.292 0.323
66 SERVICIO 94 0.267 -0.225
95 -0.21 0.371
67 SERVICIO 95 -0.004 -0.29785 0.061 0.278
68 SERVICIO 84 0.979 -0.279
45 -0.961 0.465
69 SERVICIO 96 0.783 0.145
97 -0.726 0.315
70 SERVICIO 98 1.726 -0.208
96 -1.669 1.244
71 SERVICIO 584 1.59 1.043
100 -1.534 -0.09
72 SERVICIO 100 0.376 0.3
101 -0.319 -0.088
73 SERVICIO 101 0.456 0.259
102 -0.4 0.00374 SERVICIO 102 0.387 0.162
103 -0.331 0.057
75 SERVICIO 103 0.24 0.111
104 -0.184 0.019
76 SERVICIO 104 0.564 0.105
105 -0.508 0.222
77 SERVICIO 105 0.316 -0.08
106 -0.259 0.255
78 SERVICIO 106 0.379 -0.129
107 -0.322 0.343
79 SERVICIO 107 0.299 -0.234
108 -0.242 0.399
80 SERVICIO 108 0 -0.315
98 0.057 0.297
81 SERVICIO 97 1.093 -0.315
47 -1.075 0.523
82 SERVICIO 109 0.772 0.141
110 -0.716 0.313
83 SERVICIO 111 1.724 -0.208
109 -1.668 1.243
84 SERVICIO 586 1.59 1.042
113 -1.533 -0.09
85 SERVICIO 113 0.375 0.299
114 -0.319 -0.087
86 SERVICIO 114 0.456 0.258
115 -0.4 0.003
87 SERVICIO 115 0.387 0.162116 -0.33 0.057
88 SERVICIO 116 0.24 0.11
117 -0.184 0.019
89 SERVICIO 117 0.564 0.105
118 -0.507 0.222
90 SERVICIO 118 0.316 -0.08
119 -0.259 0.255
91 SERVICIO 119 0.379 -0.129
120 -0.322 0.343
92 SERVICIO 120 0.298 -0.234
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
121 -0.242 0.399
93 SERVICIO 121 0 -0.314
111 0.057 0.297
94 SERVICIO 110 1.082 -0.313
49 -1.064 0.51895 SERVICIO 122 0.771 0.141
123 -0.714 0.312
96 SERVICIO 124 1.719 -0.208
122 -1.662 1.24
97 SERVICIO 125 1.588 1.041
126 -1.532 -0.089
98 SERVICIO 126 0.375 0.299
127 -0.319 -0.087
99 SERVICIO 127 0.455 0.258
128 -0.399 0.003
100 SERVICIO 128 0.386 0.161
129 -0.33 0.057
101 SERVICIO 129 0.24 0.11130 -0.183 0.019
102 SERVICIO 130 0.563 0.105
131 -0.506 0.221
103 SERVICIO 131 0.315 -0.08
132 -0.258 0.255
104 SERVICIO 132 0.378 -0.129
133 -0.321 0.342
105 SERVICIO 133 0.297 -0.234
134 -0.241 0.398
106 SERVICIO 134 0 -0.314
124 0.057 0.296
107 SERVICIO 123 1.079 -0.312
51 -1.062 0.517
108 SERVICIO 135 0.772 0.141
136 -0.716 0.313
109 SERVICIO 137 1.724 -0.208
135 -1.668 1.243
110 SERVICIO 587 1.59 1.042
139 -1.533 -0.09
111 SERVICIO 139 0.375 0.299
140 -0.319 -0.087
112 SERVICIO 140 0.456 0.258
141 -0.4 0.003
113 SERVICIO 141 0.387 0.162
142 -0.33 0.057
114 SERVICIO 142 0.24 0.11
143 -0.184 0.019115 SERVICIO 143 0.564 0.105
144 -0.507 0.222
116 SERVICIO 144 0.316 -0.08
145 -0.259 0.255
117 SERVICIO 145 0.379 -0.129
146 -0.322 0.343
118 SERVICIO 146 0.298 -0.234
147 -0.242 0.399
119 SERVICIO 147 0 -0.314
137 0.057 0.297
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
28
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
120 SERVICIO 136 1.082 -0.313
53 -1.064 0.518
121 SERVICIO 148 0.783 0.145
149 -0.726 0.315
122 SERVICIO 150 1.726 -0.208148 -1.669 1.244
123 SERVICIO 151 1.59 1.043
152 -1.534 -0.09
124 SERVICIO 152 0.376 0.3
153 -0.319 -0.088
125 SERVICIO 153 0.456 0.259
154 -0.4 0.003
126 SERVICIO 154 0.387 0.162
155 -0.331 0.057
127 SERVICIO 155 0.24 0.111
156 -0.184 0.019
128 SERVICIO 156 0.564 0.105
157 -0.508 0.222129 SERVICIO 157 0.316 -0.08
158 -0.259 0.255
130 SERVICIO 158 0.379 -0.129
159 -0.322 0.343
131 SERVICIO 159 0.299 -0.234
160 -0.242 0.399
132 SERVICIO 160 0 -0.315
150 0.057 0.297
133 SERVICIO 149 1.093 -0.315
55 -1.075 0.523
134 SERVICIO 161 0.7 0.131
162 -0.644 0.279
135 SERVICIO 163 1.525 -0.202
161 -1.468 1.115
136 SERVICIO 164 1.527 0.991
165 -1.471 -0.077
137 SERVICIO 165 0.358 0.278
166 -0.301 -0.077
138 SERVICIO 166 0.435 0.239
167 -0.379 0.009
139 SERVICIO 167 0.367 0.147
168 -0.31 0.06
140 SERVICIO 168 0.229 0.098
169 -0.173 0.024
141 SERVICIO 169 0.527 0.091
170 -0.47 0.213
142 SERVICIO 170 0.292 -0.082171 -0.235 0.243
143 SERVICIO 171 0.349 -0.127
172 -0.292 0.323
144 SERVICIO 172 0.267 -0.225
173 -0.21 0.371
145 SERVICIO 173 -0.004 -0.297
163 0.061 0.278
146 SERVICIO 162 0.979 -0.279
57 -0.961 0.465
147 SERVICIO 82 0.479 0.085
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
174 -0.423 0.19
148 SERVICIO 80 1.06 -0.115
82 -1.004 0.745
149 SERVICIO 588 0.911 0.596
42 -0.855 -0.057150 SERVICIO 42 0.227 0.176
72 -0.17 -0.055
151 SERVICIO 72 0.272 0.152
73 -0.216 -0.003
152 SERVICIO 73 0.234 0.097
74 -0.178 0.029
153 SERVICIO 74 0.148 0.068
75 -0.092 0.006
154 SERVICIO 75 0.339 0.066
76 -0.283 0.124
155 SERVICIO 76 0.197 -0.041
77 -0.141 0.144
156 SERVICIO 77 0.235 -0.0778 -0.178 0.196
157 SERVICIO 78 0.192 -0.13
79 -0.136 0.23
158 SERVICIO 79 0.015 -0.179
80 0.041 0.171
159 SERVICIO 174 0.639 -0.19
59 -0.622 0.311
160 SERVICIO 175 0.479 0.085
176 -0.423 0.19
161 SERVICIO 177 1.06 -0.115
175 -1.004 0.745
162 SERVICIO 178 0.68 0
202 0.68 0
163 SERVICIO 37 0.911 0.596
178 -0.855 -0.057
164 SERVICIO 178 0.227 0.176
180 -0.171 -0.055
165 SERVICIO 180 0.272 0.152
181 -0.216 -0.003
166 SERVICIO 181 0.234 0.097
182 -0.178 0.029
167 SERVICIO 182 0.149 0.068
183 -0.092 0.006
168 SERVICIO 183 0.339 0.066
184 -0.283 0.124
169 SERVICIO 184 0.197 -0.041
185 -0.141 0.144170 SERVICIO 185 0.235 -0.07
186 -0.178 0.196
171 SERVICIO 186 0.192 -0.13
187 -0.136 0.23
172 SERVICIO 187 0.015 -0.179
177 0.041 0.171
173 SERVICIO 180 0.68 0
203 0.68 0
174 SERVICIO 181 0.68 0
204 0.68 0
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
29
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
175 SERVICIO 182 0.68 0
205 0.68 0
176 SERVICIO 183 0.68 0
206 0.68 0
177 SERVICIO 184 0.68 0207 0.68 0
178 SERVICIO 185 0.68 0
208 0.68 0
179 SERVICIO 186 0.68 0
209 0.68 0
180 SERVICIO 187 0.68 0
210 0.68 0
181 SERVICIO 177 0.68 0
200 0.68 0
182 SERVICIO 176 0.639 -0.19
43 -0.622 0.311
183 SERVICIO 175 0.791 0.691
198 0.092 0.371184 SERVICIO 198 0.7 0.131
199 -0.644 0.279
185 SERVICIO 200 1.525 -0.202
198 -1.468 1.115
186 SERVICIO 201 1.527 0.991
202 -1.471 -0.077
187 SERVICIO 202 0.358 0.278
203 -0.302 -0.077
188 SERVICIO 203 0.435 0.239
204 -0.379 0.009
189 SERVICIO 204 0.367 0.147
205 -0.31 0.06
190 SERVICIO 205 0.229 0.098
206 -0.173 0.025
191 SERVICIO 206 0.527 0.091
207 -0.47 0.213
192 SERVICIO 207 0.292 -0.082
208 -0.235 0.243
193 SERVICIO 208 0.349 -0.127
209 -0.292 0.323
194 SERVICIO 209 0.267 -0.225
210 -0.21 0.371
195 SERVICIO 210 -0.004 -0.297
200 0.061 0.278
196 SERVICIO 199 0.979 -0.279
45 -0.961 0.465
197 SERVICIO 211 0.783 0.145212 -0.726 0.315
198 SERVICIO 213 1.726 -0.208
211 -1.669 1.244
199 SERVICIO 214 1.59 1.043
215 -1.534 -0.09
200 SERVICIO 215 0.376 0.3
216 -0.319 -0.087
201 SERVICIO 216 0.456 0.259
217 -0.4 0.003
202 SERVICIO 217 0.387 0.162
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
218 -0.331 0.057
203 SERVICIO 218 0.24 0.111
219 -0.184 0.019
204 SERVICIO 219 0.564 0.105
220 -0.508 0.222205 SERVICIO 220 0.316 -0.08
221 -0.259 0.256
206 SERVICIO 221 0.379 -0.129
222 -0.322 0.343
207 SERVICIO 222 0.299 -0.234
223 -0.242 0.399
208 SERVICIO 223 0 -0.315
213 0.057 0.297
209 SERVICIO 212 1.093 -0.315
47 -1.075 0.523
210 SERVICIO 224 0.772 0.141
225 -0.716 0.313
211 SERVICIO 226 1.724 -0.208224 -1.668 1.243
212 SERVICIO 227 1.59 1.042
228 -1.533 -0.09
213 SERVICIO 228 0.376 0.299
229 -0.319 -0.087
214 SERVICIO 229 0.456 0.258
230 -0.4 0.003
215 SERVICIO 230 0.387 0.162
231 -0.33 0.057
216 SERVICIO 231 0.24 0.11
232 -0.184 0.019
217 SERVICIO 232 0.564 0.105
233 -0.507 0.221
218 SERVICIO 233 0.316 -0.08
234 -0.259 0.255
219 SERVICIO 234 0.379 -0.129
235 -0.322 0.343
220 SERVICIO 235 0.298 -0.234
236 -0.242 0.399
221 SERVICIO 236 0 -0.314
226 0.057 0.297
222 SERVICIO 225 1.082 -0.313
49 -1.064 0.518
223 SERVICIO 237 0.771 0.141
238 -0.714 0.312
224 SERVICIO 239 1.719 -0.208
237 -1.662 1.24225 SERVICIO 240 1.588 1.041
241 -1.532 -0.089
226 SERVICIO 241 0.375 0.299
242 -0.319 -0.087
227 SERVICIO 242 0.455 0.258
243 -0.399 0.003
228 SERVICIO 243 0.386 0.161
244 -0.33 0.057
229 SERVICIO 244 0.24 0.11
245 -0.183 0.019
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
31
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
285 SERVICIO 194 0.192 -0.13
195 -0.136 0.23
286 SERVICIO 195 0.015 -0.179
196 0.041 0.171
287 SERVICIO 289 0.639 -0.1959 -0.622 0.311
288 SERVICIO 290 -0.358 0.008
62 0.382 -0.236
289 SERVICIO 62 0.295 0.161
291 -0.27 0.01
290 SERVICIO 291 -0.011 -0.011
44 0.019 0.008
291 SERVICIO 290 0.359 0.096
302 0.365 -0.104
292 SERVICIO 62 0.8 0.513
295 0.529 -0.103
293 SERVICIO 291 0.359 0.098
303 0.365 -0.106294 SERVICIO 83 -2.537 -1.315
295 2.537 0.127
295 SERVICIO 96 -2.825 -1.462
296 2.825 0.139
296 SERVICIO 109 -2.816 -1.458
297 2.816 0.14
297 SERVICIO 122 -2.81 -1.454
298 2.81 0.139
298 SERVICIO 135 -2.816 -1.458
299 2.816 0.14
299 SERVICIO 148 -2.825 -1.462
300 2.825 0.139
300 SERVICIO 161 -2.537 -1.315
301 2.537 0.127
301 SERVICIO 82 -1.703 -0.874
293 1.703 0.077
302 SERVICIO 302 -0.7 -0.006
295 0.725 -0.432
303 SERVICIO 295 0.597 0.304
303 -0.572 0.05
304 SERVICIO 303 -0.021 -0.049
46 0.029 0.044
305 SERVICIO 304 -0.73 -0.002
296 0.755 -0.456
306 SERVICIO 296 0.607 0.316
305 -0.582 0.044
307 SERVICIO 305 -0.024 -0.04448 0.032 0.039
308 SERVICIO 306 -0.726 0
297 0.751 -0.454
309 SERVICIO 297 0.603 0.314
307 -0.579 0.043
310 SERVICIO 307 -0.024 -0.043
50 0.032 0.038
311 SERVICIO 308 -0.72 0
298 0.744 -0.451
312 SERVICIO 298 0.598 0.312
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
309 -0.573 0.042
313 SERVICIO 309 -0.024 -0.042
52 0.032 0.037
314 SERVICIO 310 -0.726 0
299 0.751 -0.454315 SERVICIO 299 0.603 0.314
311 -0.579 0.043
316 SERVICIO 311 -0.024 -0.043
54 0.032 0.038
317 SERVICIO 312 -0.73 -0.002
300 0.755 -0.456
318 SERVICIO 300 0.607 0.316
313 -0.582 0.044
319 SERVICIO 313 -0.024 -0.044
56 0.032 0.039
320 SERVICIO 314 -0.7 -0.006
301 0.725 -0.432
321 SERVICIO 301 0.597 0.304315 -0.572 0.05
322 SERVICIO 315 -0.021 -0.049
58 0.029 0.044
323 SERVICIO 292 -0.358 0.008
293 0.382 -0.236
324 SERVICIO 293 0.295 0.161
294 -0.27 0.01
325 SERVICIO 294 -0.011 -0.011
60 0.019 0.008
326 SERVICIO 175 1.703 0.874
316 -1.703 -0.077
327 SERVICIO 317 -0.358 0.008
316 0.382 -0.236
328 SERVICIO 316 0.295 0.161
318 -0.27 0.01
329 SERVICIO 318 -0.011 -0.011
44 0.019 0.008
330 SERVICIO 317 0.359 0.096
329 0.365 -0.104
331 SERVICIO 316 0.8 0.513
322 0.529 -0.103
332 SERVICIO 318 0.359 0.098
330 0.365 -0.106
333 SERVICIO 198 2.537 1.315
322 -2.537 -0.127
334 SERVICIO 211 2.825 1.462
323 -2.825 -0.139335 SERVICIO 224 2.816 1.458
324 -2.816 -0.14
336 SERVICIO 237 2.81 1.454
325 -2.81 -0.139
337 SERVICIO 250 2.816 1.458
326 -2.816 -0.14
338 SERVICIO 263 2.825 1.462
327 -2.825 -0.139
339 SERVICIO 276 2.537 1.315
328 -2.537 -0.127
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
32
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
340 SERVICIO 197 1.703 0.874
320 -1.703 -0.077
341 SERVICIO 329 -0.7 -0.006
322 0.725 -0.432
342 SERVICIO 322 0.597 0.304330 -0.572 0.05
343 SERVICIO 330 -0.021 -0.049
46 0.029 0.044
344 SERVICIO 331 -0.73 -0.002
323 0.755 -0.456
345 SERVICIO 323 0.607 0.316
332 -0.582 0.044
346 SERVICIO 332 -0.024 -0.044
48 0.032 0.039
347 SERVICIO 333 -0.726 0
324 0.751 -0.454
348 SERVICIO 324 0.603 0.314
334 -0.579 0.043349 SERVICIO 334 -0.024 -0.043
50 0.032 0.038
350 SERVICIO 335 -0.72 0
325 0.744 -0.451
351 SERVICIO 325 0.598 0.312
336 -0.573 0.042
352 SERVICIO 336 -0.024 -0.042
52 0.032 0.037
353 SERVICIO 337 -0.726 0
326 0.751 -0.454
354 SERVICIO 326 0.603 0.314
338 -0.579 0.043
355 SERVICIO 338 -0.024 -0.043
54 0.032 0.038
356 SERVICIO 339 -0.73 -0.002
327 0.755 -0.456
357 SERVICIO 327 0.607 0.316
340 -0.582 0.044
358 SERVICIO 340 -0.024 -0.044
56 0.032 0.039
359 SERVICIO 341 -0.7 -0.006
328 0.725 -0.432
360 SERVICIO 328 0.597 0.304
342 -0.572 0.05
361 SERVICIO 342 -0.021 -0.049
58 0.029 0.044
362 SERVICIO 319 -0.358 0.008320 0.382 -0.236
363 SERVICIO 320 0.295 0.161
321 -0.27 0.01
364 SERVICIO 321 -0.011 -0.011
60 0.019 0.008
365 SERVICIO 343 -0.105 -0.206
344 0.144 0.13
366 SERVICIO 345 0.075 -0.157
343 -0.037 0.191
367 SERVICIO 2 1.727 1.03
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
346 -1.671 0.006
368 SERVICIO 346 0.136 0.133
347 -0.08 -0.067
369 SERVICIO 347 0.319 0.178
348 -0.262 -0.001370 SERVICIO 348 0.292 0.107
350 -0.235 0.054
371 SERVICIO 350 0.04 0.036
351 0.016 -0.028
372 SERVICIO 351 0.421 0.109
352 -0.365 0.131
373 SERVICIO 352 0.178 -0.052
353 -0.122 0.143
374 SERVICIO 353 0.181 -0.076
354 -0.124 0.169
375 SERVICIO 354 0.072 -0.112
355 -0.033 0.144
376 SERVICIO 355 0.154 -0.104345 -0.116 0.186
377 SERVICIO 356 -0.105 -0.206
357 0.144 0.13
378 SERVICIO 358 0.075 -0.157
356 -0.037 0.191
379 SERVICIO 20 1.727 1.03
359 -1.671 0.006
380 SERVICIO 359 0.137 0.133
360 -0.08 -0.067
381 SERVICIO 360 0.319 0.178
361 -0.262 -0.001
382 SERVICIO 361 0.292 0.107
362 -0.235 0.054
383 SERVICIO 362 0.04 0.036
363 0.016 -0.028
384 SERVICIO 363 0.421 0.109
364 -0.365 0.131
385 SERVICIO 364 0.178 -0.052
365 -0.122 0.143
386 SERVICIO 365 0.181 -0.076
366 -0.124 0.169
387 SERVICIO 366 0.072 -0.112
367 -0.033 0.144
388 SERVICIO 367 0.154 -0.104
358 -0.116 0.186
389 SERVICIO 41 -0.416 -0.104
346 0.416 -0.104390 SERVICIO 63 -0.323 -0.082
347 0.323 -0.079
391 SERVICIO 64 -0.312 -0.078
348 0.312 -0.078
392 SERVICIO 65 -0.284 -0.072
350 0.284 -0.07
393 SERVICIO 66 -0.213 -0.054
351 0.213 -0.053
394 SERVICIO 67 -0.249 -0.062
352 0.249 -0.063
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
33
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
395 SERVICIO 68 -0.218 -0.054
353 0.218 -0.055
396 SERVICIO 69 -0.183 -0.045
354 0.183 -0.047
397 SERVICIO 70 -0.14 -0.034355 0.14 -0.036
398 SERVICIO 71 -0.126 -0.033
345 0.126 -0.03
399 SERVICIO 61 0.096 0.035
343 -0.096 0.013
400 SERVICIO 43 0 0
368 0 0
401 SERVICIO 175 -0.096 -0.035
356 0.096 -0.013
402 SERVICIO 177 0.126 0.033
358 -0.126 0.03
403 SERVICIO 187 0.14 0.034
367 -0.14 0.036404 SERVICIO 186 0.183 0.045
366 -0.183 0.047
405 SERVICIO 185 0.218 0.054
365 -0.218 0.055
406 SERVICIO 184 0.249 0.062
364 -0.249 0.063
407 SERVICIO 183 0.213 0.054
363 -0.213 0.053
408 SERVICIO 182 0.284 0.072
362 -0.284 0.07
409 SERVICIO 181 0.312 0.078
361 -0.312 0.078
410 SERVICIO 180 0.323 0.082
360 -0.323 0.079
411 SERVICIO 178 0.416 0.104
359 -0.416 0.104
412 SERVICIO 344 -0.324 -0.13
368 0.336 0.067
413 SERVICIO 357 -0.324 -0.13
368 0.336 0.067
438 SERVICIO 369 -0.184 -0.314
370 0.223 0.19
439 SERVICIO 371 0.06 -0.258
369 -0.022 0.283
440 SERVICIO 4 2.833 1.691
373 -2.777 0.02
441 SERVICIO 373 0.218 0.211374 -0.161 -0.096
442 SERVICIO 374 0.509 0.281
375 -0.452 0.012
443 SERVICIO 375 0.46 0.162
377 -0.403 0.101
444 SERVICIO 377 0.051 0.045
378 0.006 -0.032
445 SERVICIO 378 0.66 0.161
379 -0.603 0.225
446 SERVICIO 379 0.261 -0.1
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
380 -0.205 0.242
447 SERVICIO 380 0.256 -0.138
381 -0.2 0.277
448 SERVICIO 381 0.083 -0.193
382 -0.045 0.232449 SERVICIO 382 0.209 -0.177
371 -0.171 0.293
450 SERVICIO 383 -0.184 -0.314
384 0.223 0.19
451 SERVICIO 385 0.06 -0.258
383 -0.022 0.283
452 SERVICIO 22 2.833 1.691
386 -2.777 0.02
453 SERVICIO 386 0.218 0.211
387 -0.161 -0.096
454 SERVICIO 387 0.509 0.281
388 -0.452 0.012
455 SERVICIO 388 0.459 0.162389 -0.403 0.101
456 SERVICIO 389 0.051 0.045
390 0.005 -0.031
457 SERVICIO 390 0.66 0.161
391 -0.603 0.225
458 SERVICIO 391 0.261 -0.1
392 -0.205 0.242
459 SERVICIO 392 0.256 -0.138
393 -0.2 0.277
460 SERVICIO 393 0.083 -0.193
394 -0.045 0.232
461 SERVICIO 394 0.209 -0.177
385 -0.171 0.293
462 SERVICIO 87 -0.697 -0.174
373 0.697 -0.175
463 SERVICIO 88 -0.538 -0.137
374 0.538 -0.132
464 SERVICIO 89 -0.515 -0.129
375 0.515 -0.129
465 SERVICIO 90 -0.464 -0.118
377 0.464 -0.115
466 SERVICIO 91 -0.343 -0.086
378 0.343 -0.085
467 SERVICIO 92 -0.394 -0.097
379 0.394 -0.1
468 SERVICIO 93 -0.337 -0.083
380 0.337 -0.085469 SERVICIO 94 -0.273 -0.066
381 0.273 -0.07
470 SERVICIO 95 -0.195 -0.047
382 0.195 -0.05
471 SERVICIO 85 -0.162 -0.043
371 0.162 -0.038
472 SERVICIO 83 0.171 0.06
369 -0.171 0.026
473 SERVICIO 45 0 0
395 0 0
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
34
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
474 SERVICIO 198 -0.171 -0.06
383 0.171 -0.026
475 SERVICIO 200 0.162 0.043
385 -0.162 0.038
476 SERVICIO 210 0.195 0.047394 -0.195 0.05
477 SERVICIO 209 0.273 0.066
393 -0.273 0.07
478 SERVICIO 208 0.337 0.083
392 -0.337 0.085
479 SERVICIO 207 0.394 0.097
391 -0.394 0.1
480 SERVICIO 206 0.343 0.086
390 -0.343 0.085
481 SERVICIO 205 0.464 0.118
389 -0.464 0.115
482 SERVICIO 204 0.515 0.129
388 -0.515 0.129483 SERVICIO 203 0.538 0.137
387 -0.538 0.132
484 SERVICIO 202 0.697 0.174
386 -0.697 0.175
485 SERVICIO 370 -0.499 -0.19
395 0.511 0.093
486 SERVICIO 384 -0.499 -0.19
395 0.511 0.093
510 SERVICIO 396 -0.197 -0.347
397 0.235 0.215
511 SERVICIO 398 0.09 -0.274
396 -0.052 0.317
512 SERVICIO 399 2.993 1.792
400 -2.937 0.016
513 SERVICIO 400 0.223 0.227
401 -0.167 -0.108
514 SERVICIO 401 0.536 0.303
402 -0.479 0.006
515 SERVICIO 402 0.487 0.178
404 -0.43 0.101
516 SERVICIO 404 0.05 0.054
405 0.006 -0.041
517 SERVICIO 405 0.707 0.18
406 -0.65 0.234
518 SERVICIO 406 0.283 -0.099
407 -0.226 0.254
519 SERVICIO 407 0.283 -0.14408 -0.226 0.295
520 SERVICIO 408 0.099 -0.201
409 -0.061 0.25
521 SERVICIO 409 0.238 -0.185
398 -0.2 0.319
522 SERVICIO 410 -0.197 -0.347
411 0.235 0.215
523 SERVICIO 412 0.09 -0.274
410 -0.052 0.317
524 SERVICIO 24 2.993 1.792
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
413 -2.937 0.016
525 SERVICIO 413 0.223 0.227
414 -0.167 -0.108
526 SERVICIO 414 0.536 0.303
415 -0.479 0.006527 SERVICIO 415 0.486 0.178
416 -0.43 0.101
528 SERVICIO 416 0.051 0.054
417 0.006 -0.041
529 SERVICIO 417 0.706 0.18
418 -0.65 0.234
530 SERVICIO 418 0.283 -0.099
419 -0.226 0.254
531 SERVICIO 419 0.282 -0.14
420 -0.226 0.295
532 SERVICIO 420 0.099 -0.201
421 -0.061 0.25
533 SERVICIO 421 0.238 -0.185412 -0.2 0.319
534 SERVICIO 100 -0.731 -0.182
400 0.731 -0.184
535 SERVICIO 101 -0.566 -0.144
401 0.566 -0.139
536 SERVICIO 102 -0.545 -0.136
402 0.545 -0.136
537 SERVICIO 103 -0.494 -0.125
404 0.494 -0.122
538 SERVICIO 104 -0.368 -0.093
405 0.368 -0.091
539 SERVICIO 105 -0.427 -0.105
406 0.427 -0.108
540 SERVICIO 106 -0.37 -0.092
407 0.37 -0.093
541 SERVICIO 107 -0.306 -0.074
408 0.306 -0.078
542 SERVICIO 108 -0.226 -0.055
409 0.226 -0.058
543 SERVICIO 98 -0.196 -0.052
398 0.196 -0.046
544 SERVICIO 96 0.174 0.062
396 -0.174 0.025
545 SERVICIO 47 0 0
422 0 0
546 SERVICIO 211 -0.174 -0.062
410 0.174 -0.025547 SERVICIO 213 0.196 0.052
412 -0.196 0.046
548 SERVICIO 223 0.226 0.055
421 -0.226 0.058
549 SERVICIO 222 0.306 0.074
420 -0.306 0.078
550 SERVICIO 221 0.37 0.092
419 -0.37 0.093
551 SERVICIO 220 0.427 0.105
418 -0.427 0.108
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
35
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
552 SERVICIO 219 0.368 0.093
417 -0.368 0.091
553 SERVICIO 218 0.494 0.125
416 -0.494 0.122
554 SERVICIO 217 0.545 0.136415 -0.545 0.136
555 SERVICIO 216 0.566 0.144
414 -0.566 0.139
556 SERVICIO 215 0.731 0.182
413 -0.731 0.184
557 SERVICIO 397 -0.539 -0.215
422 0.551 0.111
558 SERVICIO 411 -0.539 -0.215
422 0.551 0.111
582 SERVICIO 423 -0.201 -0.348
424 0.239 0.214
583 SERVICIO 425 0.091 -0.274
423 -0.053 0.318584 SERVICIO 426 2.992 1.791
427 -2.935 0.016
585 SERVICIO 427 0.223 0.227
428 -0.166 -0.108
586 SERVICIO 428 0.535 0.303
429 -0.479 0.006
587 SERVICIO 429 0.486 0.178
431 -0.43 0.101
588 SERVICIO 431 0.05 0.054
432 0.006 -0.041
589 SERVICIO 432 0.706 0.179
433 -0.65 0.234
590 SERVICIO 433 0.283 -0.099
434 -0.226 0.254
591 SERVICIO 434 0.282 -0.14
435 -0.226 0.295
592 SERVICIO 435 0.099 -0.201
436 -0.061 0.25
593 SERVICIO 436 0.238 -0.185
425 -0.199 0.318
594 SERVICIO 437 -0.201 -0.348
438 0.239 0.214
595 SERVICIO 439 0.091 -0.274
437 -0.053 0.318
596 SERVICIO 26 2.992 1.791
440 -2.935 0.016
597 SERVICIO 440 0.223 0.227441 -0.167 -0.108
598 SERVICIO 441 0.535 0.303
442 -0.479 0.006
599 SERVICIO 442 0.486 0.178
443 -0.43 0.101
600 SERVICIO 443 0.051 0.054
444 0.006 -0.041
601 SERVICIO 444 0.706 0.179
445 -0.649 0.234
602 SERVICIO 445 0.283 -0.099
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
446 -0.226 0.254
603 SERVICIO 446 0.282 -0.14
447 -0.226 0.295
604 SERVICIO 447 0.099 -0.201
448 -0.061 0.25605 SERVICIO 448 0.238 -0.185
439 -0.199 0.318
606 SERVICIO 113 -0.731 -0.182
427 0.731 -0.184
607 SERVICIO 114 -0.566 -0.144
428 0.566 -0.139
608 SERVICIO 115 -0.545 -0.136
429 0.545 -0.136
609 SERVICIO 116 -0.493 -0.125
431 0.493 -0.122
610 SERVICIO 117 -0.368 -0.093
432 0.368 -0.091
611 SERVICIO 118 -0.427 -0.105433 0.427 -0.108
612 SERVICIO 119 -0.369 -0.092
434 0.369 -0.093
613 SERVICIO 120 -0.305 -0.074
435 0.305 -0.078
614 SERVICIO 121 -0.226 -0.055
436 0.226 -0.058
615 SERVICIO 111 -0.196 -0.052
425 0.196 -0.046
616 SERVICIO 109 0.175 0.062
423 -0.175 0.025
617 SERVICIO 49 0 0
449 0 0
618 SERVICIO 224 -0.175 -0.062
437 0.175 -0.025
619 SERVICIO 226 0.196 0.052
439 -0.196 0.046
620 SERVICIO 236 0.226 0.055
448 -0.226 0.058
621 SERVICIO 235 0.305 0.074
447 -0.305 0.078
622 SERVICIO 234 0.369 0.092
446 -0.369 0.093
623 SERVICIO 233 0.427 0.105
445 -0.427 0.108
624 SERVICIO 232 0.368 0.093
444 -0.368 0.091625 SERVICIO 231 0.494 0.125
443 -0.494 0.122
626 SERVICIO 230 0.545 0.136
442 -0.545 0.136
627 SERVICIO 229 0.566 0.144
441 -0.566 0.139
628 SERVICIO 228 0.731 0.182
440 -0.731 0.184
629 SERVICIO 424 -0.543 -0.214
449 0.555 0.109
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
36
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
630 SERVICIO 438 -0.543 -0.214
449 0.555 0.109
654 SERVICIO 450 -0.2 -0.347
451 0.238 0.213
655 SERVICIO 452 0.09 -0.273450 -0.052 0.317
656 SERVICIO 10 2.987 1.789
453 -2.931 0.016
657 SERVICIO 453 0.223 0.226
454 -0.166 -0.108
658 SERVICIO 454 0.535 0.303
455 -0.478 0.006
659 SERVICIO 455 0.486 0.178
457 -0.429 0.101
660 SERVICIO 457 0.05 0.054
458 0.006 -0.04
661 SERVICIO 458 0.705 0.179
459 -0.648 0.234662 SERVICIO 459 0.282 -0.099
460 -0.226 0.254
663 SERVICIO 460 0.282 -0.14
461 -0.225 0.294
664 SERVICIO 461 0.099 -0.201
462 -0.061 0.249
665 SERVICIO 462 0.237 -0.185
452 -0.199 0.318
666 SERVICIO 463 -0.2 -0.347
464 0.238 0.213
667 SERVICIO 465 0.09 -0.273
463 -0.052 0.317
668 SERVICIO 28 2.987 1.789
466 -2.931 0.016
669 SERVICIO 466 0.223 0.226
467 -0.166 -0.108
670 SERVICIO 467 0.535 0.303
468 -0.478 0.006
671 SERVICIO 468 0.485 0.178
469 -0.429 0.101
672 SERVICIO 469 0.051 0.054
470 0.006 -0.04
673 SERVICIO 470 0.705 0.179
471 -0.648 0.234
674 SERVICIO 471 0.282 -0.099
472 -0.226 0.254
675 SERVICIO 472 0.282 -0.14473 -0.225 0.294
676 SERVICIO 473 0.099 -0.201
474 -0.061 0.249
677 SERVICIO 474 0.237 -0.185
465 -0.199 0.318
678 SERVICIO 126 -0.73 -0.182
453 0.73 -0.183
679 SERVICIO 127 -0.565 -0.144
454 0.565 -0.139
680 SERVICIO 128 -0.544 -0.136
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
455 0.544 -0.136
681 SERVICIO 129 -0.493 -0.125
457 0.493 -0.121
682 SERVICIO 130 -0.367 -0.093
458 0.367 -0.091683 SERVICIO 131 -0.426 -0.105
459 0.426 -0.108
684 SERVICIO 132 -0.368 -0.091
460 0.368 -0.093
685 SERVICIO 133 -0.304 -0.074
461 0.304 -0.078
686 SERVICIO 134 -0.225 -0.055
462 0.225 -0.058
687 SERVICIO 124 -0.195 -0.051
452 0.195 -0.046
688 SERVICIO 122 0.175 0.062
450 -0.175 0.025
689 SERVICIO 51 0 0475 0 0
690 SERVICIO 237 -0.175 -0.062
463 0.175 -0.025
691 SERVICIO 239 0.195 0.051
465 -0.195 0.046
692 SERVICIO 249 0.225 0.055
474 -0.225 0.058
693 SERVICIO 248 0.304 0.074
473 -0.304 0.078
694 SERVICIO 247 0.368 0.091
472 -0.368 0.093
695 SERVICIO 246 0.426 0.105
471 -0.426 0.108
696 SERVICIO 245 0.367 0.093
470 -0.367 0.091
697 SERVICIO 244 0.493 0.125
469 -0.493 0.122
698 SERVICIO 243 0.544 0.136
468 -0.544 0.136
699 SERVICIO 242 0.565 0.144
467 -0.565 0.139
700 SERVICIO 241 0.73 0.182
466 -0.73 0.183
701 SERVICIO 451 -0.541 -0.213
475 0.553 0.108
702 SERVICIO 464 -0.541 -0.213
475 0.553 0.108726 SERVICIO 476 -0.201 -0.348
477 0.239 0.214
727 SERVICIO 478 0.091 -0.274
476 -0.053 0.318
728 SERVICIO 479 2.992 1.791
480 -2.935 0.016
729 SERVICIO 480 0.223 0.227
481 -0.166 -0.108
730 SERVICIO 481 0.535 0.303
482 -0.479 0.006
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
37
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
731 SERVICIO 482 0.486 0.178
484 -0.43 0.101
732 SERVICIO 484 0.05 0.054
485 0.006 -0.041
733 SERVICIO 485 0.706 0.179486 -0.65 0.234
734 SERVICIO 486 0.283 -0.099
487 -0.226 0.254
735 SERVICIO 487 0.282 -0.14
488 -0.226 0.295
736 SERVICIO 488 0.099 -0.201
489 -0.061 0.25
737 SERVICIO 489 0.238 -0.185
478 -0.199 0.318
738 SERVICIO 490 -0.201 -0.348
491 0.239 0.214
739 SERVICIO 492 0.091 -0.274
490 -0.053 0.318740 SERVICIO 30 2.992 1.791
493 -2.935 0.016
741 SERVICIO 493 0.223 0.227
494 -0.167 -0.108
742 SERVICIO 494 0.535 0.303
495 -0.479 0.006
743 SERVICIO 495 0.486 0.178
496 -0.43 0.101
744 SERVICIO 496 0.051 0.054
497 0.006 -0.041
745 SERVICIO 497 0.706 0.179
498 -0.649 0.234
746 SERVICIO 498 0.283 -0.099
499 -0.226 0.254
747 SERVICIO 499 0.282 -0.14
500 -0.226 0.295
748 SERVICIO 500 0.099 -0.201
501 -0.061 0.25
749 SERVICIO 501 0.238 -0.185
492 -0.199 0.318
750 SERVICIO 139 -0.731 -0.182
480 0.731 -0.184
751 SERVICIO 140 -0.566 -0.144
481 0.566 -0.139
752 SERVICIO 141 -0.545 -0.136
482 0.545 -0.136
753 SERVICIO 142 -0.493 -0.125484 0.493 -0.122
754 SERVICIO 143 -0.368 -0.093
485 0.368 -0.091
755 SERVICIO 144 -0.427 -0.105
486 0.427 -0.108
756 SERVICIO 145 -0.369 -0.092
487 0.369 -0.093
757 SERVICIO 146 -0.305 -0.074
488 0.305 -0.078
758 SERVICIO 147 -0.226 -0.055
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
489 0.226 -0.058
759 SERVICIO 137 -0.196 -0.052
478 0.196 -0.046
760 SERVICIO 135 0.175 0.062
476 -0.175 0.025761 SERVICIO 53 0 0
502 0 0
762 SERVICIO 250 -0.175 -0.062
490 0.175 -0.025
763 SERVICIO 252 0.196 0.052
492 -0.196 0.046
764 SERVICIO 262 0.226 0.055
501 -0.226 0.058
765 SERVICIO 261 0.305 0.074
500 -0.305 0.078
766 SERVICIO 260 0.369 0.092
499 -0.369 0.093
767 SERVICIO 259 0.427 0.105498 -0.427 0.108
768 SERVICIO 258 0.368 0.093
497 -0.368 0.091
769 SERVICIO 257 0.494 0.125
496 -0.494 0.122
770 SERVICIO 256 0.545 0.136
495 -0.545 0.136
771 SERVICIO 255 0.566 0.144
494 -0.566 0.139
772 SERVICIO 254 0.731 0.182
493 -0.731 0.184
773 SERVICIO 477 -0.543 -0.214
502 0.555 0.109
774 SERVICIO 491 -0.543 -0.214
502 0.555 0.109
798 SERVICIO 503 -0.197 -0.347
504 0.235 0.215
799 SERVICIO 505 0.09 -0.274
503 -0.052 0.317
800 SERVICIO 14 2.993 1.792
506 -2.937 0.016
801 SERVICIO 506 0.223 0.227
507 -0.167 -0.108
802 SERVICIO 507 0.536 0.303
508 -0.479 0.006
803 SERVICIO 508 0.487 0.178
510 -0.43 0.101804 SERVICIO 510 0.05 0.054
511 0.006 -0.041
805 SERVICIO 511 0.707 0.18
512 -0.65 0.234
806 SERVICIO 512 0.283 -0.099
513 -0.226 0.254
807 SERVICIO 513 0.283 -0.14
514 -0.226 0.295
808 SERVICIO 514 0.099 -0.201
515 -0.061 0.25
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
38
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
809 SERVICIO 515 0.238 -0.185
505 -0.2 0.319
810 SERVICIO 516 -0.197 -0.347
517 0.235 0.215
811 SERVICIO 518 0.09 -0.274516 -0.052 0.317
812 SERVICIO 32 2.993 1.792
519 -2.937 0.016
813 SERVICIO 519 0.223 0.227
520 -0.167 -0.108
814 SERVICIO 520 0.536 0.303
521 -0.479 0.006
815 SERVICIO 521 0.486 0.178
522 -0.43 0.101
816 SERVICIO 522 0.051 0.054
523 0.006 -0.041
817 SERVICIO 523 0.706 0.18
524 -0.65 0.234818 SERVICIO 524 0.283 -0.099
525 -0.226 0.254
819 SERVICIO 525 0.282 -0.14
526 -0.226 0.295
820 SERVICIO 526 0.099 -0.201
527 -0.061 0.25
821 SERVICIO 527 0.238 -0.185
518 -0.2 0.319
822 SERVICIO 152 -0.731 -0.182
506 0.731 -0.184
823 SERVICIO 153 -0.566 -0.144
507 0.566 -0.139
824 SERVICIO 154 -0.545 -0.136
508 0.545 -0.136
825 SERVICIO 155 -0.494 -0.125
510 0.494 -0.122
826 SERVICIO 156 -0.368 -0.093
511 0.368 -0.091
827 SERVICIO 157 -0.427 -0.105
512 0.427 -0.108
828 SERVICIO 158 -0.37 -0.092
513 0.37 -0.093
829 SERVICIO 159 -0.306 -0.074
514 0.306 -0.078
830 SERVICIO 160 -0.226 -0.055
515 0.226 -0.058
831 SERVICIO 150 -0.196 -0.052505 0.196 -0.046
832 SERVICIO 148 0.174 0.062
503 -0.174 0.025
833 SERVICIO 55 0 0
528 0 0
834 SERVICIO 263 -0.174 -0.062
516 0.174 -0.025
835 SERVICIO 265 0.196 0.052
518 -0.196 0.046
836 SERVICIO 275 0.226 0.055
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
527 -0.226 0.058
837 SERVICIO 274 0.306 0.074
526 -0.306 0.078
838 SERVICIO 273 0.37 0.092
525 -0.37 0.093839 SERVICIO 272 0.427 0.105
524 -0.427 0.108
840 SERVICIO 271 0.368 0.093
523 -0.368 0.091
841 SERVICIO 270 0.494 0.125
522 -0.494 0.122
842 SERVICIO 269 0.545 0.136
521 -0.545 0.136
843 SERVICIO 268 0.566 0.144
520 -0.566 0.139
844 SERVICIO 267 0.731 0.182
519 -0.731 0.184
845 SERVICIO 504 -0.539 -0.215528 0.551 0.111
846 SERVICIO 517 -0.539 -0.215
528 0.551 0.111
870 SERVICIO 529 -0.184 -0.314
530 0.223 0.19
871 SERVICIO 531 0.06 -0.258
529 -0.022 0.283
872 SERVICIO 532 2.833 1.691
533 -2.777 0.02
873 SERVICIO 533 0.218 0.211
534 -0.161 -0.096
874 SERVICIO 534 0.509 0.281
535 -0.452 0.012
875 SERVICIO 535 0.46 0.162
537 -0.403 0.101
876 SERVICIO 537 0.051 0.045
538 0.006 -0.032
877 SERVICIO 538 0.66 0.161
539 -0.603 0.225
878 SERVICIO 539 0.261 -0.1
540 -0.205 0.242
879 SERVICIO 540 0.256 -0.138
541 -0.2 0.277
880 SERVICIO 541 0.083 -0.193
542 -0.045 0.232
881 SERVICIO 542 0.209 -0.177
531 -0.171 0.293882 SERVICIO 543 -0.184 -0.314
544 0.223 0.19
883 SERVICIO 545 0.06 -0.258
543 -0.022 0.283
884 SERVICIO 34 2.833 1.691
546 -2.777 0.02
885 SERVICIO 546 0.218 0.211
547 -0.161 -0.096
886 SERVICIO 547 0.509 0.281
548 -0.452 0.012
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
39
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
887 SERVICIO 548 0.459 0.162
549 -0.403 0.101
888 SERVICIO 549 0.051 0.045
550 0.005 -0.031
889 SERVICIO 550 0.66 0.161551 -0.603 0.225
890 SERVICIO 551 0.261 -0.1
552 -0.205 0.242
891 SERVICIO 552 0.256 -0.138
553 -0.2 0.277
892 SERVICIO 553 0.083 -0.193
554 -0.045 0.232
893 SERVICIO 554 0.209 -0.177
545 -0.171 0.293
894 SERVICIO 165 -0.697 -0.174
533 0.697 -0.175
895 SERVICIO 166 -0.538 -0.137
534 0.538 -0.132896 SERVICIO 167 -0.515 -0.129
535 0.515 -0.129
897 SERVICIO 168 -0.464 -0.118
537 0.464 -0.115
898 SERVICIO 169 -0.343 -0.086
538 0.343 -0.085
899 SERVICIO 170 -0.394 -0.097
539 0.394 -0.1
900 SERVICIO 171 -0.337 -0.083
540 0.337 -0.085
901 SERVICIO 172 -0.273 -0.066
541 0.273 -0.07
902 SERVICIO 173 -0.195 -0.047
542 0.195 -0.05
903 SERVICIO 163 -0.162 -0.043
531 0.162 -0.038
904 SERVICIO 161 0.171 0.06
529 -0.171 0.026
905 SERVICIO 57 0 0
555 0 0
906 SERVICIO 276 -0.171 -0.06
543 0.171 -0.026
907 SERVICIO 278 0.162 0.043
545 -0.162 0.038
908 SERVICIO 288 0.195 0.047
554 -0.195 0.05
909 SERVICIO 287 0.273 0.066553 -0.273 0.07
910 SERVICIO 286 0.337 0.083
552 -0.337 0.085
911 SERVICIO 285 0.394 0.097
551 -0.394 0.1
912 SERVICIO 284 0.343 0.086
550 -0.343 0.085
913 SERVICIO 283 0.464 0.118
549 -0.464 0.115
914 SERVICIO 282 0.515 0.129
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
548 -0.515 0.129
915 SERVICIO 281 0.538 0.137
547 -0.538 0.132
916 SERVICIO 280 0.697 0.174
546 -0.697 0.175917 SERVICIO 530 -0.499 -0.19
555 0.511 0.093
918 SERVICIO 544 -0.499 -0.19
555 0.511 0.093
942 SERVICIO 556 -0.105 -0.206
557 0.144 0.13
943 SERVICIO 558 0.075 -0.157
556 -0.037 0.191
944 SERVICIO 559 1.727 1.03
560 -1.671 0.006
945 SERVICIO 560 0.136 0.133
561 -0.08 -0.067
946 SERVICIO 561 0.319 0.178562 -0.262 -0.001
947 SERVICIO 562 0.292 0.107
564 -0.235 0.054
948 SERVICIO 564 0.04 0.036
565 0.016 -0.028
949 SERVICIO 565 0.421 0.109
566 -0.365 0.131
950 SERVICIO 566 0.178 -0.052
567 -0.122 0.143
951 SERVICIO 567 0.181 -0.076
568 -0.124 0.169
952 SERVICIO 568 0.072 -0.112
569 -0.033 0.144
953 SERVICIO 569 0.154 -0.104
558 -0.116 0.186
954 SERVICIO 570 -0.105 -0.206
571 0.144 0.13
955 SERVICIO 572 0.075 -0.157
570 -0.037 0.191
956 SERVICIO 36 1.727 1.03
573 -1.671 0.006
957 SERVICIO 573 0.137 0.133
574 -0.08 -0.067
958 SERVICIO 574 0.319 0.178
575 -0.262 -0.001
959 SERVICIO 575 0.292 0.107
576 -0.235 0.054960 SERVICIO 576 0.04 0.036
577 0.016 -0.028
961 SERVICIO 577 0.421 0.109
578 -0.365 0.131
962 SERVICIO 578 0.178 -0.052
579 -0.122 0.143
963 SERVICIO 579 0.181 -0.076
580 -0.124 0.169
964 SERVICIO 580 0.072 -0.112
581 -0.033 0.144
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
40
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
965 SERVICIO 581 0.154 -0.104
572 -0.116 0.186
966 SERVICIO 42 -0.416 -0.104
560 0.416 -0.104
967 SERVICIO 72 -0.323 -0.082561 0.323 -0.079
968 SERVICIO 73 -0.312 -0.078
562 0.312 -0.078
969 SERVICIO 74 -0.284 -0.072
564 0.284 -0.07
970 SERVICIO 75 -0.213 -0.054
565 0.213 -0.053
971 SERVICIO 76 -0.249 -0.062
566 0.249 -0.063
972 SERVICIO 77 -0.218 -0.054
567 0.218 -0.055
973 SERVICIO 78 -0.183 -0.045
568 0.183 -0.047974 SERVICIO 79 -0.14 -0.034
569 0.14 -0.036
975 SERVICIO 80 -0.126 -0.033
558 0.126 -0.03
976 SERVICIO 82 0.096 0.035
556 -0.096 0.013
977 SERVICIO 59 0 0
582 0 0
978 SERVICIO 197 -0.096 -0.035
570 0.096 -0.013
979 SERVICIO 196 0.126 0.033
572 -0.126 0.03
980 SERVICIO 195 0.14 0.034
581 -0.14 0.036
981 SERVICIO 194 0.183 0.045
580 -0.183 0.047
982 SERVICIO 193 0.218 0.054
579 -0.218 0.055
983 SERVICIO 192 0.249 0.062
578 -0.249 0.063
984 SERVICIO 191 0.213 0.054
577 -0.213 0.053
985 SERVICIO 190 0.284 0.072
576 -0.284 0.07
986 SERVICIO 189 0.312 0.078
575 -0.312 0.078
987 SERVICIO 188 0.323 0.082574 -0.323 0.079
988 SERVICIO 179 0.416 0.104
573 -0.416 0.104
989 SERVICIO 557 -0.324 -0.13
582 0.336 0.067
990 SERVICIO 571 -0.324 -0.13
582 0.336 0.067
1022 SERVICIO 2 38.514 19.875
39 -38.514 -0.618
1023 SERVICIO 20 -38.514 -19.875
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
37 38.514 0.618
1024 SERVICIO 399 66.712 34.436
584 -66.712 -1.08
1025 SERVICIO 24 -66.712 -34.436
214 66.712 1.0791026 SERVICIO 426 66.668 34.413
586 -66.668 -1.079
1027 SERVICIO 26 -66.668 -34.413
227 66.668 1.079
1028 SERVICIO 10 66.554 34.355
125 -66.554 -1.078
1029 SERVICIO 28 -66.554 -34.355
240 66.554 1.078
1030 SERVICIO 479 66.668 34.413
587 -66.668 -1.079
1031 SERVICIO 30 -66.668 -34.413
253 66.668 1.079
1032 SERVICIO 14 66.712 34.436151 -66.712 -1.08
1033 SERVICIO 32 -66.712 -34.436
266 66.712 1.079
1034 SERVICIO 559 38.514 19.875
588 -38.514 -0.618
1035 SERVICIO 36 -38.514 -19.875
38 38.514 0.618
1036 SERVICIO 4 62.537 32.294
86 -62.537 -1.025
1037 SERVICIO 532 62.537 32.294
164 -62.537 -1.025
1038 SERVICIO 22 -62.537 -32.294
201 62.537 1.025
1039 SERVICIO 34 -62.537 -32.294
279 62.537 1.025
1040 SERVICIO 279 0.678 0.35
38 0.627 -0.271
1041 SERVICIO 266 0.653 0.331
279 0.652 -0.33
1042 SERVICIO 253 0.653 0.331
266 0.652 -0.329
1043 SERVICIO 240 0.653 0.331
253 0.652 -0.33
1044 SERVICIO 227 0.652 0.33
240 0.653 -0.331
1045 SERVICIO 214 0.652 0.329
227 0.653 -0.3311046 SERVICIO 201 0.652 0.33
214 0.653 -0.331
1047 SERVICIO 164 0.678 0.35
588 0.627 -0.271
1048 SERVICIO 151 0.653 0.331
164 0.652 -0.33
1049 SERVICIO 587 0.653 0.331
151 0.652 -0.329
1050 SERVICIO 125 0.653 0.331
587 0.652 -0.33
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
41
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
1051 SERVICIO 586 0.652 0.33
125 0.653 -0.331
1052 SERVICIO 584 0.652 0.329
586 0.653 -0.331
1053 SERVICIO 86 0.652 0.33584 0.653 -0.331
1054 SERVICIO 165 0.68 0
42 0.68 0
1055 SERVICIO 152 0.68 0
165 0.68 0
1056 SERVICIO 139 0.68 0
152 0.68 0
1057 SERVICIO 126 0.68 0
139 0.68 0
1058 SERVICIO 113 0.68 0
126 0.68 0
1059 SERVICIO 100 0.68 0
113 0.68 01060 SERVICIO 87 0.68 0
100 0.68 0
1061 SERVICIO 57 -0.012 -0.282
59 0.293 -0.182
1062 SERVICIO 55 0.246 0.084
57 0.035 0.237
1063 SERVICIO 53 0.155 0.085
55 0.126 -0.042
1064 SERVICIO 51 0.144 0.078
53 0.137 -0.067
1065 SERVICIO 49 0.137 0.067
51 0.144 -0.078
1066 SERVICIO 47 0.126 0.042
49 0.155 -0.085
1067 SERVICIO 45 0.035 -0.237
47 0.246 -0.084
1068 SERVICIO 166 0.68 0
72 0.68 0
1069 SERVICIO 153 0.68 0
166 0.68 0
1070 SERVICIO 140 0.68 0
153 0.68 0
1071 SERVICIO 127 0.68 0
140 0.68 0
1072 SERVICIO 114 0.68 0
127 0.68 0
1073 SERVICIO 101 0.68 0114 0.68 0
1074 SERVICIO 88 0.68 0
101 0.68 0
1075 SERVICIO 167 0.68 0
73 0.68 0
1076 SERVICIO 154 0.68 0
167 0.68 0
1077 SERVICIO 141 0.68 0
154 0.68 0
1078 SERVICIO 128 0.68 0
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
141 0.68 0
1079 SERVICIO 115 0.68 0
128 0.68 0
1080 SERVICIO 102 0.68 0
115 0.68 01081 SERVICIO 89 0.68 0
102 0.68 0
1082 SERVICIO 168 0.68 0
74 0.68 0
1083 SERVICIO 155 0.68 0
168 0.68 0
1084 SERVICIO 142 0.68 0
155 0.68 0
1085 SERVICIO 129 0.68 0
142 0.68 0
1086 SERVICIO 116 0.68 0
129 0.68 0
1087 SERVICIO 103 0.68 0116 0.68 0
1088 SERVICIO 90 0.68 0
103 0.68 0
1089 SERVICIO 169 0.68 0
75 0.68 0
1090 SERVICIO 156 0.68 0
169 0.68 0
1091 SERVICIO 143 0.68 0
156 0.68 0
1092 SERVICIO 130 0.68 0
143 0.68 0
1093 SERVICIO 117 0.68 0
130 0.68 0
1094 SERVICIO 104 0.68 0
117 0.68 0
1095 SERVICIO 91 0.68 0
104 0.68 0
1096 SERVICIO 170 0.68 0
76 0.68 0
1097 SERVICIO 157 0.68 0
170 0.68 0
1098 SERVICIO 144 0.68 0
157 0.68 0
1099 SERVICIO 131 0.68 0
144 0.68 0
1100 SERVICIO 118 0.68 0
131 0.68 01101 SERVICIO 105 0.68 0
118 0.68 0
1102 SERVICIO 92 0.68 0
105 0.68 0
1103 SERVICIO 171 0.68 0
77 0.68 0
1104 SERVICIO 158 0.68 0
171 0.68 0
1105 SERVICIO 145 0.68 0
158 0.68 0
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
42
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
1106 SERVICIO 132 0.68 0
145 0.68 0
1107 SERVICIO 119 0.68 0
132 0.68 0
1108 SERVICIO 106 0.68 0119 0.68 0
1109 SERVICIO 93 0.68 0
106 0.68 0
1110 SERVICIO 172 0.68 0
78 0.68 0
1111 SERVICIO 159 0.68 0
172 0.68 0
1112 SERVICIO 146 0.68 0
159 0.68 0
1113 SERVICIO 133 0.68 0
146 0.68 0
1114 SERVICIO 120 0.68 0
133 0.68 01115 SERVICIO 107 0.68 0
120 0.68 0
1116 SERVICIO 94 0.68 0
107 0.68 0
1117 SERVICIO 173 0.68 0
79 0.68 0
1118 SERVICIO 160 0.68 0
173 0.68 0
1119 SERVICIO 147 0.68 0
160 0.68 0
1120 SERVICIO 134 0.68 0
147 0.68 0
1121 SERVICIO 121 0.68 0
134 0.68 0
1122 SERVICIO 108 0.68 0
121 0.68 0
1123 SERVICIO 95 0.68 0
108 0.68 0
1124 SERVICIO 163 0.68 0
80 0.68 0
1125 SERVICIO 150 0.68 0
163 0.68 0
1126 SERVICIO 137 0.68 0
150 0.68 0
1127 SERVICIO 124 0.68 0
137 0.68 0
1128 SERVICIO 111 0.68 0124 0.68 0
1129 SERVICIO 98 0.68 0
111 0.68 0
1130 SERVICIO 85 0.68 0
98 0.68 0
1131 SERVICIO 161 0.092 -0.371
82 0.791 -0.691
1132 SERVICIO 148 0.53 0.249
161 0.352 0.022
1133 SERVICIO 135 0.493 0.287
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
148 0.389 -0.129
1134 SERVICIO 122 0.457 0.242
135 0.426 -0.196
1135 SERVICIO 109 0.426 0.196
122 0.457 -0.2421136 SERVICIO 96 0.389 0.129
109 0.493 -0.287
1137 SERVICIO 83 0.352 -0.022
96 0.53 -0.249
1138 SERVICIO 280 0.68 0
179 0.68 0
1139 SERVICIO 267 0.68 0
280 0.68 0
1140 SERVICIO 254 0.68 0
267 0.68 0
1141 SERVICIO 241 0.68 0
254 0.68 0
1142 SERVICIO 228 0.68 0241 0.68 0
1143 SERVICIO 215 0.68 0
228 0.68 0
1144 SERVICIO 202 0.68 0
215 0.68 0
1145 SERVICIO 281 0.68 0
188 0.68 0
1146 SERVICIO 268 0.68 0
281 0.68 0
1147 SERVICIO 255 0.68 0
268 0.68 0
1148 SERVICIO 242 0.68 0
255 0.68 0
1149 SERVICIO 229 0.68 0
242 0.68 0
1150 SERVICIO 216 0.68 0
229 0.68 0
1151 SERVICIO 203 0.68 0
216 0.68 0
1152 SERVICIO 282 0.68 0
189 0.68 0
1153 SERVICIO 269 0.68 0
282 0.68 0
1154 SERVICIO 256 0.68 0
269 0.68 0
1155 SERVICIO 243 0.68 0
256 0.68 01156 SERVICIO 230 0.68 0
243 0.68 0
1157 SERVICIO 217 0.68 0
230 0.68 0
1158 SERVICIO 204 0.68 0
217 0.68 0
1159 SERVICIO 283 0.68 0
190 0.68 0
1160 SERVICIO 270 0.68 0
283 0.68 0
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
43
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
1161 SERVICIO 257 0.68 0
270 0.68 0
1162 SERVICIO 244 0.68 0
257 0.68 0
1163 SERVICIO 231 0.68 0244 0.68 0
1164 SERVICIO 218 0.68 0
231 0.68 0
1165 SERVICIO 205 0.68 0
218 0.68 0
1166 SERVICIO 284 0.68 0
191 0.68 0
1167 SERVICIO 271 0.68 0
284 0.68 0
1168 SERVICIO 258 0.68 0
271 0.68 0
1169 SERVICIO 245 0.68 0
258 0.68 01170 SERVICIO 232 0.68 0
245 0.68 0
1171 SERVICIO 219 0.68 0
232 0.68 0
1172 SERVICIO 206 0.68 0
219 0.68 0
1173 SERVICIO 285 0.68 0
192 0.68 0
1174 SERVICIO 272 0.68 0
285 0.68 0
1175 SERVICIO 259 0.68 0
272 0.68 0
1176 SERVICIO 246 0.68 0
259 0.68 0
1177 SERVICIO 233 0.68 0
246 0.68 0
1178 SERVICIO 220 0.68 0
233 0.68 0
1179 SERVICIO 207 0.68 0
220 0.68 0
1180 SERVICIO 286 0.68 0
193 0.68 0
1181 SERVICIO 273 0.68 0
286 0.68 0
1182 SERVICIO 260 0.68 0
273 0.68 0
1183 SERVICIO 247 0.68 0260 0.68 0
1184 SERVICIO 234 0.68 0
247 0.68 0
1185 SERVICIO 221 0.68 0
234 0.68 0
1186 SERVICIO 208 0.68 0
221 0.68 0
1187 SERVICIO 287 0.68 0
194 0.68 0
1188 SERVICIO 274 0.68 0
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
287 0.68 0
1189 SERVICIO 261 0.68 0
274 0.68 0
1190 SERVICIO 248 0.68 0
261 0.68 01191 SERVICIO 235 0.68 0
248 0.68 0
1192 SERVICIO 222 0.68 0
235 0.68 0
1193 SERVICIO 209 0.68 0
222 0.68 0
1194 SERVICIO 288 0.68 0
195 0.68 0
1195 SERVICIO 275 0.68 0
288 0.68 0
1196 SERVICIO 262 0.68 0
275 0.68 0
1197 SERVICIO 249 0.68 0262 0.68 0
1198 SERVICIO 236 0.68 0
249 0.68 0
1199 SERVICIO 223 0.68 0
236 0.68 0
1200 SERVICIO 210 0.68 0
223 0.68 0
1201 SERVICIO 278 0.68 0
196 0.68 0
1202 SERVICIO 265 0.68 0
278 0.68 0
1203 SERVICIO 252 0.68 0
265 0.68 0
1204 SERVICIO 239 0.68 0
252 0.68 0
1205 SERVICIO 226 0.68 0
239 0.68 0
1206 SERVICIO 213 0.68 0
226 0.68 0
1207 SERVICIO 200 0.68 0
213 0.68 0
1208 SERVICIO 276 0.092 -0.371
197 0.791 -0.691
1209 SERVICIO 263 0.53 0.249
276 0.352 0.022
1210 SERVICIO 250 0.493 0.287
263 0.389 -0.1291211 SERVICIO 237 0.457 0.242
250 0.426 -0.196
1212 SERVICIO 224 0.426 0.196
237 0.457 -0.242
1213 SERVICIO 211 0.389 0.129
224 0.493 -0.287
1214 SERVICIO 198 0.352 -0.022
211 0.53 -0.249
1215 SERVICIO 314 0.365 0.104
292 0.359 -0.096
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
44
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
1216 SERVICIO 312 0.383 0.18
314 0.341 -0.116
1217 SERVICIO 310 0.371 0.191
312 0.353 -0.165
1218 SERVICIO 308 0.363 0.185310 0.361 -0.183
1219 SERVICIO 306 0.361 0.183
308 0.363 -0.185
1220 SERVICIO 304 0.353 0.165
306 0.371 -0.191
1221 SERVICIO 302 0.341 0.116
304 0.383 -0.18
1222 SERVICIO 301 0.529 0.103
293 0.8 -0.513
1223 SERVICIO 300 0.68 0.344
301 0.648 -0.296
1224 SERVICIO 299 0.697 0.378
300 0.631 -0.2781225 SERVICIO 298 0.674 0.347
299 0.654 -0.317
1226 SERVICIO 297 0.654 0.317
298 0.674 -0.347
1227 SERVICIO 296 0.631 0.278
297 0.697 -0.378
1228 SERVICIO 295 0.648 0.296
296 0.68 -0.344
1229 SERVICIO 315 0.365 0.106
294 0.359 -0.098
1230 SERVICIO 313 0.38 0.178
315 0.344 -0.123
1231 SERVICIO 311 0.369 0.19
313 0.355 -0.168
1232 SERVICIO 309 0.363 0.185
311 0.362 -0.183
1233 SERVICIO 307 0.362 0.183
309 0.363 -0.185
1234 SERVICIO 305 0.355 0.168
307 0.369 -0.19
1235 SERVICIO 303 0.344 0.123
305 0.38 -0.178
1236 SERVICIO 341 0.365 0.104
319 0.359 -0.096
1237 SERVICIO 339 0.383 0.18
341 0.341 -0.116
1238 SERVICIO 337 0.371 0.191339 0.353 -0.165
1239 SERVICIO 335 0.363 0.185
337 0.361 -0.183
1240 SERVICIO 333 0.361 0.183
335 0.363 -0.185
1241 SERVICIO 331 0.353 0.165
333 0.371 -0.191
1242 SERVICIO 329 0.341 0.116
331 0.383 -0.18
1243 SERVICIO 328 0.529 0.103
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
320 0.8 -0.513
1244 SERVICIO 327 0.68 0.344
328 0.648 -0.296
1245 SERVICIO 326 0.697 0.378
327 0.631 -0.2781246 SERVICIO 325 0.674 0.347
326 0.654 -0.317
1247 SERVICIO 324 0.654 0.317
325 0.674 -0.347
1248 SERVICIO 323 0.631 0.278
324 0.697 -0.378
1249 SERVICIO 322 0.648 0.296
323 0.68 -0.344
1250 SERVICIO 342 0.365 0.106
321 0.359 -0.098
1251 SERVICIO 340 0.38 0.178
342 0.344 -0.123
1252 SERVICIO 338 0.369 0.19340 0.355 -0.168
1253 SERVICIO 336 0.363 0.185
338 0.362 -0.183
1254 SERVICIO 334 0.362 0.183
336 0.363 -0.185
1255 SERVICIO 332 0.355 0.168
334 0.369 -0.19
1256 SERVICIO 330 0.344 0.123
332 0.38 -0.178
1258 SERVICIO 41 -0.063 -0.015
347 0.063 -0.032
1259 SERVICIO 63 -0.057 -0.015
348 0.057 -0.028
1260 SERVICIO 64 -0.047 -0.016
350 0.047 -0.02
1261 SERVICIO 65 -0.068 -0.024
351 0.068 -0.028
1262 SERVICIO 66 -0.045 -0.018
352 0.045 -0.016
1263 SERVICIO 67 -0.044 -0.021
353 0.044 -0.013
1264 SERVICIO 68 -0.039 -0.02
354 0.039 -0.009
1265 SERVICIO 69 -0.032 -0.02
355 0.032 -0.005
1266 SERVICIO 70 -0.022 -0.018
345 0.022 01267 SERVICIO 71 -0.026 -0.023
343 0.026 0.002
1268 SERVICIO 61 0.024 0.006
368 -0.024 0.016
1269 SERVICIO 368 -0.024 -0.016
175 0.024 -0.006
1270 SERVICIO 356 0.026 -0.002
177 -0.026 0.023
1271 SERVICIO 358 0.022 0
187 -0.022 0.018
8/18/2019 Memorias de Calculo Cubierta V1
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
46
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
1327 SERVICIO 414 0.112 0.056
215 -0.112 0.028
1328 SERVICIO 413 0.03 0.06
214 -0.03 -0.037
1329 SERVICIO 584 -0.03 0.037400 0.03 -0.06
1330 SERVICIO 113 -0.112 -0.028
428 0.112 -0.056
1331 SERVICIO 114 -0.099 -0.027
429 0.099 -0.048
1332 SERVICIO 115 -0.082 -0.028
431 0.082 -0.034
1333 SERVICIO 116 -0.118 -0.043
432 0.118 -0.048
1334 SERVICIO 117 -0.077 -0.031
433 0.077 -0.027
1335 SERVICIO 118 -0.075 -0.036
434 0.075 -0.0211336 SERVICIO 119 -0.065 -0.035
435 0.065 -0.015
1337 SERVICIO 120 -0.053 -0.034
436 0.053 -0.007
1338 SERVICIO 121 -0.035 -0.03
425 0.035 0.002
1339 SERVICIO 111 -0.042 -0.038
423 0.042 0.005
1340 SERVICIO 109 0.041 0.011
449 -0.041 0.028
1341 SERVICIO 449 -0.041 -0.028
224 0.041 -0.011
1342 SERVICIO 437 0.042 -0.005
226 -0.042 0.038
1343 SERVICIO 439 0.035 -0.002
236 -0.035 0.03
1344 SERVICIO 448 0.053 0.007
235 -0.053 0.034
1345 SERVICIO 447 0.065 0.015
234 -0.065 0.035
1346 SERVICIO 446 0.075 0.021
233 -0.075 0.036
1347 SERVICIO 445 0.077 0.027
232 -0.077 0.031
1348 SERVICIO 444 0.118 0.048
231 -0.118 0.043
1349 SERVICIO 443 0.082 0.034230 -0.082 0.028
1350 SERVICIO 442 0.099 0.048
229 -0.099 0.027
1351 SERVICIO 441 0.112 0.056
228 -0.112 0.028
1352 SERVICIO 440 0.03 0.06
227 -0.03 -0.037
1353 SERVICIO 586 -0.03 0.037
427 0.03 -0.06
1354 SERVICIO 126 -0.112 -0.028
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
454 0.112 -0.056
1355 SERVICIO 127 -0.099 -0.027
455 0.099 -0.048
1356 SERVICIO 128 -0.081 -0.028
457 0.081 -0.0341357 SERVICIO 129 -0.118 -0.042
458 0.118 -0.048
1358 SERVICIO 130 -0.077 -0.031
459 0.077 -0.027
1359 SERVICIO 131 -0.074 -0.036
460 0.074 -0.021
1360 SERVICIO 132 -0.065 -0.035
461 0.065 -0.015
1361 SERVICIO 133 -0.053 -0.034
462 0.053 -0.007
1362 SERVICIO 134 -0.035 -0.029
452 0.035 0.002
1363 SERVICIO 124 -0.041 -0.037450 0.041 0.005
1364 SERVICIO 122 0.041 0.011
475 -0.041 0.028
1365 SERVICIO 475 -0.041 -0.028
237 0.041 -0.011
1366 SERVICIO 463 0.041 -0.005
239 -0.041 0.037
1367 SERVICIO 465 0.035 -0.002
249 -0.035 0.029
1368 SERVICIO 474 0.053 0.007
248 -0.053 0.034
1369 SERVICIO 473 0.065 0.015
247 -0.065 0.035
1370 SERVICIO 472 0.074 0.021
246 -0.074 0.036
1371 SERVICIO 471 0.077 0.027
245 -0.077 0.031
1372 SERVICIO 470 0.118 0.048
244 -0.118 0.042
1373 SERVICIO 469 0.081 0.034
243 -0.081 0.028
1374 SERVICIO 468 0.099 0.048
242 -0.099 0.027
1375 SERVICIO 467 0.112 0.056
241 -0.112 0.028
1376 SERVICIO 466 0.03 0.059
240 -0.03 -0.0371377 SERVICIO 125 -0.03 0.037
453 0.03 -0.059
1378 SERVICIO 139 -0.112 -0.028
481 0.112 -0.056
1379 SERVICIO 140 -0.099 -0.027
482 0.099 -0.048
1380 SERVICIO 141 -0.082 -0.028
484 0.082 -0.034
1381 SERVICIO 142 -0.118 -0.043
485 0.118 -0.048
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Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
1382 SERVICIO 143 -0.077 -0.031
486 0.077 -0.027
1383 SERVICIO 144 -0.075 -0.036
487 0.075 -0.021
1384 SERVICIO 145 -0.065 -0.035488 0.065 -0.015
1385 SERVICIO 146 -0.053 -0.034
489 0.053 -0.007
1386 SERVICIO 147 -0.035 -0.03
478 0.035 0.002
1387 SERVICIO 137 -0.042 -0.038
476 0.042 0.005
1388 SERVICIO 135 0.041 0.011
502 -0.041 0.028
1389 SERVICIO 502 -0.041 -0.028
250 0.041 -0.011
1390 SERVICIO 490 0.042 -0.005
252 -0.042 0.0381391 SERVICIO 492 0.035 -0.002
262 -0.035 0.03
1392 SERVICIO 501 0.053 0.007
261 -0.053 0.034
1393 SERVICIO 500 0.065 0.015
260 -0.065 0.035
1394 SERVICIO 499 0.075 0.021
259 -0.075 0.036
1395 SERVICIO 498 0.077 0.027
258 -0.077 0.031
1396 SERVICIO 497 0.118 0.048
257 -0.118 0.043
1397 SERVICIO 496 0.082 0.034
256 -0.082 0.028
1398 SERVICIO 495 0.099 0.048
255 -0.099 0.027
1399 SERVICIO 494 0.112 0.056
254 -0.112 0.028
1400 SERVICIO 493 0.03 0.06
253 -0.03 -0.037
1401 SERVICIO 587 -0.03 0.037
480 0.03 -0.06
1402 SERVICIO 152 -0.112 -0.028
507 0.112 -0.056
1403 SERVICIO 153 -0.099 -0.027
508 0.099 -0.048
1404 SERVICIO 154 -0.082 -0.028510 0.082 -0.034
1405 SERVICIO 155 -0.119 -0.043
511 0.119 -0.048
1406 SERVICIO 156 -0.077 -0.031
512 0.077 -0.027
1407 SERVICIO 157 -0.075 -0.036
513 0.075 -0.021
1408 SERVICIO 158 -0.065 -0.035
514 0.065 -0.015
1409 SERVICIO 159 -0.053 -0.034
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
515 0.053 -0.007
1410 SERVICIO 160 -0.035 -0.03
505 0.035 0.002
1411 SERVICIO 150 -0.042 -0.038
503 0.042 0.0051412 SERVICIO 148 0.042 0.011
528 -0.042 0.028
1413 SERVICIO 528 -0.042 -0.028
263 0.042 -0.011
1414 SERVICIO 516 0.042 -0.005
265 -0.042 0.038
1415 SERVICIO 518 0.035 -0.002
275 -0.035 0.03
1416 SERVICIO 527 0.053 0.007
274 -0.053 0.034
1417 SERVICIO 526 0.065 0.015
273 -0.065 0.035
1418 SERVICIO 525 0.075 0.021272 -0.075 0.036
1419 SERVICIO 524 0.077 0.027
271 -0.077 0.031
1420 SERVICIO 523 0.119 0.048
270 -0.119 0.043
1421 SERVICIO 522 0.082 0.034
269 -0.082 0.028
1422 SERVICIO 521 0.099 0.048
268 -0.099 0.027
1423 SERVICIO 520 0.112 0.056
267 -0.112 0.028
1424 SERVICIO 519 0.03 0.06
266 -0.03 -0.037
1425 SERVICIO 151 -0.03 0.037
506 0.03 -0.06
1426 SERVICIO 165 -0.107 -0.027
534 0.107 -0.053
1427 SERVICIO 166 -0.094 -0.026
535 0.094 -0.045
1428 SERVICIO 167 -0.077 -0.027
537 0.077 -0.032
1429 SERVICIO 168 -0.111 -0.04
538 0.111 -0.044
1430 SERVICIO 169 -0.071 -0.029
539 0.071 -0.025
1431 SERVICIO 170 -0.068 -0.033
540 0.068 -0.0191432 SERVICIO 171 -0.059 -0.032
541 0.059 -0.013
1433 SERVICIO 172 -0.047 -0.031
542 0.047 -0.005
1434 SERVICIO 173 -0.03 -0.026
531 0.03 0.003
1435 SERVICIO 163 -0.035 -0.033
529 0.035 0.006
1436 SERVICIO 161 0.038 0.011
555 -0.038 0.025
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Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
1437 SERVICIO 555 -0.038 -0.025
276 0.038 -0.011
1438 SERVICIO 543 0.035 -0.006
278 -0.035 0.033
1439 SERVICIO 545 0.03 -0.003288 -0.03 0.026
1440 SERVICIO 554 0.047 0.005
287 -0.047 0.031
1441 SERVICIO 553 0.059 0.013
286 -0.059 0.032
1442 SERVICIO 552 0.068 0.019
285 -0.068 0.033
1443 SERVICIO 551 0.071 0.025
284 -0.071 0.029
1444 SERVICIO 550 0.111 0.044
283 -0.111 0.04
1445 SERVICIO 549 0.077 0.032
282 -0.077 0.0271446 SERVICIO 548 0.094 0.045
281 -0.094 0.026
1447 SERVICIO 547 0.107 0.053
280 -0.107 0.027
1448 SERVICIO 546 0.028 0.056
279 -0.028 -0.035
1449 SERVICIO 164 -0.028 0.035
533 0.028 -0.056
1450 SERVICIO 42 -0.063 -0.015
561 0.063 -0.032
1451 SERVICIO 72 -0.057 -0.015
562 0.057 -0.028
1452 SERVICIO 73 -0.047 -0.016
564 0.047 -0.02
1453 SERVICIO 74 -0.068 -0.024
565 0.068 -0.028
1454 SERVICIO 75 -0.045 -0.018
566 0.045 -0.016
1455 SERVICIO 76 -0.044 -0.021
Tabla 9. M3-3 V2-2 elementos
Beam L/C Node Fy kN Mz kNm
567 0.044 -0.013
1456 SERVICIO 77 -0.039 -0.02
568 0.039 -0.009
1457 SERVICIO 78 -0.032 -0.02
569 0.032 -0.0051458 SERVICIO 79 -0.022 -0.018
558 0.022 0
1459 SERVICIO 80 -0.026 -0.023
556 0.026 0.002
1460 SERVICIO 82 0.024 0.006
582 -0.024 0.016
1461 SERVICIO 582 -0.024 -0.016
197 0.024 -0.006
1462 SERVICIO 570 0.026 -0.002
196 -0.026 0.023
1463 SERVICIO 572 0.022 0
195 -0.022 0.018
1464 SERVICIO 581 0.032 0.005194 -0.032 0.02
1465 SERVICIO 580 0.039 0.009
193 -0.039 0.02
1466 SERVICIO 579 0.044 0.013
192 -0.044 0.021
1467 SERVICIO 578 0.045 0.016
191 -0.045 0.018
1468 SERVICIO 577 0.068 0.028
190 -0.068 0.024
1469 SERVICIO 576 0.047 0.02
189 -0.047 0.016
1470 SERVICIO 575 0.057 0.028
188 -0.057 0.015
1471 SERVICIO 574 0.063 0.032
179 -0.063 0.015
1472 SERVICIO 573 0.018 0.034
38 -0.018 -0.021
1473 SERVICIO 588 -0.018 0.021
560 0.018 -0.034
7 REACCIONES EN LOS APOYOS DE LA BASE
Estos valores permiten conocer las fuerzas que llegan a la base de cada una de las columnas. A continuación se muestra lasuma de los efectos para cargas gravitacionales.
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Ilustración 15. Numeración de nudos de la base.
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Tabla 10. Reacciones en base (carga de servicio)Point Load FX FY FZ MX MY MZ
- - KN KN KN KN-m KN-m KN-m1 SERVICIO 8.362 13.562 -0.106 0 0 03 SERVICIO 13.594 21.66 -0.003 0 0 05 SERVICIO 14.491 22.474 -0.001 0 0 0
7 SERVICIO 14.482 22.466 0 0 0 09 SERVICIO 14.457 22.443 0 0 0 011 SERVICIO 14.482 22.466 0 0 0 013 SERVICIO 14.491 22.474 0.001 0 0 015 SERVICIO 13.594 21.66 0.003 0 0 017 SERVICIO 8.362 13.562 0.106 0 0 019 SERVICIO -8.362 13.562 -0.106 0 0 021 SERVICIO -13.594 21.66 -0.003 0 0 023 SERVICIO -14.491 22.474 -0.001 0 0 025 SERVICIO -14.482 22.466 0 0 0 027 SERVICIO -14.457 22.443 0 0 0 029 SERVICIO -14.482 22.466 0 0 0 031 SERVICIO -14.491 22.474 0.001 0 0 033 SERVICIO -13.594 21.66 0.003 0 0 035 SERVICIO -8.362 13.562 0.106 0 0 0
8 DESPLAZAMIENTOS HORIZONTALES - REVISIÓN DE LA DERIVA
Una vez llevado a cabo el análisis sísmico, se realiza la verificación del cumplimiento del límite de deriva tomando todos losejes verticales de las columnas, tal como lo permite alternativamente A.6.3.1.2 de la NSR-10. La revisión de la deriva se realizacon las combinaciones de carga presentadas en la sección 4.4, las cuales incluyen la fuerza sísmica sin reducción delcoeficiente de disipación de energía R, y que fueron evaluadas a partir de la demanda del sismo aplicado en los respectivosejes verticales de cada elemnto y calculado con el coeficiente de Importancia I =1.0.
A continuación se presentan las tablas que contienen el chequeo de los límites de deriva.
8.1 COMBINACIONES PARA EL CÁLCULO DE LA DERIVA
Las combinaciones de carga para evaluar los desplazamientos horizontales ante solicitaciones de fuerza sísmica y de acuerdo
a A.3.6.3 son los siguientes:
Tabla 11. Combinaciones para el cálculo de la derivaComboName ComboType CaseType CaseName ScaleFactor
DERIVAX Linear Add Linear Static D 1DERIVAX Linear Static ID 1DERIVAX Linear Static L 1DERIVAX Quake FX 1DERIVAY Linear Add Linear Static D 1DERIVAX Linear Static ID 1DERIVAY Linear Static L 1DERIVAY Quake FY 1
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8.2 REVISIÓN DE LA DERIVA
EjeNivel Piso Join OutputCase UX UY Delta x Delta y Deriva h Deriva MAX.
m - - - mm mm mm mm mm m % 0.42%
A-93.00 STORY 1 39 DERIVAX 8.60 3.52 8.60 3.52 9.30 3.00 0.31% 0.31%
0.00 BASE 1 DERIVAX 0.00 0.00
A-8 3.00 STORY 1 86 DERIVAX 8.29 3.52 8.29 3.52 9.01 3.00 0.30% 0.30%0.00 BASE 3 DERIVAX 0.00 0.00
A-73.00 STORY 1 584 DERIVAX 8.22 3.52 8.22 3.52 8.94 3.00 0.30% 0.30%
0.00 BASE 5 DERIVAX 0.00 0.00
A-63.00 STORY 1 586 DERIVAX 8.22 3.52 8.22 3.52 8.94 3.00 0.30% 0.30%
0.00 BASE 7 DERIVAX 0.00 0.00
A-53.00 STORY 1 125 DERIVAX 8.23 3.52 8.23 3.52 8.95 3.00 0.30% 0.30%
0.00 BASE 9 DERIVAX 0.00 0.00
A-43.00 STORY 1 587 DERIVAX 8.22 3.52 8.22 3.52 8.94 3.00 0.30% 0.30%
0.00 BASE 11 DERIVAX 0.00 0.00
A-33.00 STORY 1 151 DERIVAX 8.22 3.52 8.22 3.52 8.94 3.00 0.30% 0.30%
0.00 BASE 13 DERIVAX 0.00 0.00
A-23.00 STORY 1 164 DERIVAX 8.29 3.52 8.29 3.52 9.01 3.00 0.30% 0.30%
0.00 BASE 15 DERIVAX 0.00 0.00
A-13.00 STORY 1 588 DERIVAX 8.60 3.53 8.60 3.53 9.30 3.00 0.31% 0.31%
0.00 BASE 17 DERIVAX 0.00 0.00
B-93.00 STORY 1 37 DERIVAX 9.68 3.52 9.68 3.52 10.30 3.00 0.34% 0.34%
0.00 BASE 19 DERIVAX 0.00 0.00
B-83.00 STORY 1 201 DERIVAX 9.98 3.52 9.98 3.52 10.58 3.00 0.35% 0.35%
0.00 BASE 21 DERIVAX 0.00 0.00
B-73.00 STORY 1 214 DERIVAX 10.05 3.52 10.05 3.52 10.65 3.00 0.36% 0.36%
0.00 BASE 23 DERIVAX 0.00 0.00
B-63.00 STORY 1 227 DERIVAX 10.05 3.52 10.05 3.52 10.65 3.00 0.36% 0.36%
0.00 BASE 25 DERIVAX 0.00 0.00
B-5
3.00 STORY 1 240 DERIVAX 10.05 3.52 10.05 3.52 10.65 3.00 0.35% 0.35%
0.00 BASE 27 DERIVAX 0.00 0.00
B-43.00 STORY 1 253 DERIVAX 10.05 3.52 10.05 3.52 10.65 3.00 0.36% 0.36%
0.00 BASE 29 DERIVAX 0.00 0.00
B-33.00 STORY 1 266 DERIVAX 10.05 3.52 10.05 3.52 10.65 3.00 0.36% 0.36%
0.00 BASE 31 DERIVAX 0.00 0.00
B-23.00 STORY 1 279 DERIVAX 9.98 3.52 9.98 3.52 10.59 3.00 0.35% 0.35%
0.00 BASE 33 DERIVAX 0.00 0.00
B-13.00 STORY 1 38 DERIVAX 9.67 3.53 9.67 3.53 10.30 3.00 0.34% 0.34%
0.00 BASE 35 DERIVAX 0.00 0.00
A-93.00 STORY 1 39 DERIVAY 2.13 12.08 2.13 12.08 12.27 3.00 0.41% 0.41%
0.00 BASE 1 DERIVAY 0.00 0.00
A-8
3.00 STORY 1 86 DERIVAY 1.82 12.07 1.82 12.07 12.21 3.00 0.41% 0.41%
0.00 BASE 3 DERIVAY 0.00 0.00
A-73.00 STORY 1 584 DERIVAY 1.75 12.07 1.75 12.07 12.19 3.00 0.41% 0.41%
0.00 BASE 5 DERIVAY 0.00 0.00
A-63.00 STORY 1 586 DERIVAY 1.75 12.06 1.75 12.06 12.19 3.00 0.41% 0.41%
0.00 BASE 7 DERIVAY 0.00 0.00
A-53.00 STORY 1 125 DERIVAY 1.75 12.06 1.75 12.06 12.19 3.00 0.41% 0.41%
0.00 BASE 9 DERIVAY 0.00 0.00
A-43.00 STORY 1 587 DERIVAY 1.75 12.06 1.75 12.06 12.19 3.00 0.41% 0.41%
0.00 BASE 11 DERIVAY 0.00 0.00A-3 3.00 STORY 1 151 DERIVAY 1.75 12.07 1.75 12.07 12.19 3.00 0.41% 0.41%
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0.00 BASE 13 DERIVAY 0.00 0.00
A-23.00 STORY 1 164 DERIVAY 1.82 12.08 1.82 12.08 12.21 3.00 0.41% 0.41%
0.00 BASE 15 DERIVAY 0.00 0.00
A-13.00 STORY 1 588 DERIVAY 2.13 12.09 2.13 12.09 12.27 3.00 0.41% 0.41%
0.00 BASE 17 DERIVAY 0.00 0.00
B-93.00 STORY 1 37 DERIVAY 3.20 12.08 3.20 12.08 12.50 3.00 0.42% 0.42%
0.00 BASE 19 DERIVAY 0.00 0.00
B-83.00 STORY 1 201 DERIVAY 3.51 12.07 3.51 12.07 12.57 3.00 0.42% 0.42%
0.00 BASE 21 DERIVAY 0.00 0.00
B-73.00 STORY 1 214 DERIVAY 3.58 12.07 3.58 12.07 12.58 3.00 0.42% 0.42%
0.00 BASE 23 DERIVAY 0.00 0.00
B-63.00 STORY 1 227 DERIVAY 3.58 12.06 3.58 12.06 12.58 3.00 0.42% 0.42%
0.00 BASE 25 DERIVAY 0.00 0.00
B-53.00 STORY 1 240 DERIVAY 3.58 12.06 3.58 12.06 12.58 3.00 0.42% 0.42%
0.00 BASE 27 DERIVAY 0.00 0.00
B-43.00 STORY 1 253 DERIVAY 3.58 12.06 3.58 12.06 12.58 3.00 0.42% 0.42%
0.00 BASE 29 DERIVAY 0.00 0.00
B-3
3.00 STORY 1 266 DERIVAY 3.58 12.07 3.58 12.07 12.59 3.00 0.42% 0.42%
0.00 BASE 31 DERIVAY 0.00 0.00
B-23.00 STORY 1 279 DERIVAY 3.51 12.08 3.51 12.08 12.57 3.00 0.42% 0.42%
0.00 BASE 33 DERIVAY 0.00 0.00
B-13.00 STORY 1 38 DERIVAY 3.20 12.09 3.20 12.09 12.50 3.00 0.42% 0.42%
0.00 BASE 35 DERIVAY 0.00 0.00
9 DISEÑO DE LOS ELEMENTOS DEL SISTEMA DE RESISTENCIA SÍSMICA
9.1 CAPACIDAD DE DISIPACIÓN DE ENERGÍA Y DEFINICIÓN DEL COEFICIENTE R
De acuerdo como lo designa la NSR-10 en se debe definir un valor de R para la estructura, de acuerdo al sistema estructuralque corresponde y de acuerdo al mejor criterio.
a. IRREGULARIDAD EN ALTURA: según la tabla A.3-7 (irregularidades en altura) la estructura podría presentarirregularidades en altura. Por lo tanto, ∅ = 0.9.
b. IRREGULARIDAD EN PLANTA: De acuerdo a la arquitectura en planta del edificio, éste podría presentar una irregularidaden planta, por tanto se concluye que el valor a signar a ∅ es 0.1.
c. AUSENCIA DE REDUNDANCIA EN EL SISTEMA ESTRUCTURAL DE RESISTENCIA SÍSMICA: de acuerdo con lo queprescribe A.3.3.8.2, para edificaciones DMO, Se asignó un valor igual a ( ∅ = 0.75) ya que el sistema estructural deresistencia sísmica lo componen dos o más vanos compuestos y están localizados en la periferia a ambos lados de laplanta en las dos direcciones principales aun asi en algunos de dichs pórticos no existe una conformación de diafragmasque permita un mejor amarre entre columnas.
= 0.9 × 0.9 × 0.75 × 0.9 × 5.0
= 2.73
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9.2 DEFINICIÓN DE PARÁMETROS DE DISEÑO ASIGNADAS AL PROCESADOR DE DISEÑO
Tabla 12. Preferencias de diseño para elementos asignadas al procesador de diseño.
9.3 DISEÑO DE COLUMNAS
Ilustración 16. Diseño de columnas
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Tabla 13. Indices de sobreesfuerzo columnas
Col
Line
Sec
ID
PMM
Ratio
1 PTE220X220X7MM 0.4312 PTE220X220X7MM 0.718
3 PTE220X220X7MM 0.7684 PTE220X220X7MM 0.7675 PTE220X220X7MM 0.7666 PTE220X220X7MM 0.7677 PTE220X220X7MM 0.7688 PTE220X220X7MM 0.7189 PTE220X220X7MM 0.43110 PTE220X220X7MM 0.43111 PTE220X220X7MM 0.71812 PTE220X220X7MM 0.76813 PTE220X220X7MM 0.76714 PTE220X220X7MM 0.76615 PTE220X220X7MM 0.76716 PTE220X220X7MM 0.768
17 PTE220X220X7MM 0.71818 PTE220X220X7MM 0.4311022 PTE220X220X7MM 0.404
Tabla 13. Indices de sobreesfuerzo columnas
Col
Line
Sec
ID
PMM
Ratio
1023 PTE220X220X7MM 0.4041024 PTE220X220X7MM 0.72
1025 PTE220X220X7MM 0.721026 PTE220X220X7MM 0.721027 PTE220X220X7MM 0.721028 PTE220X220X7MM 0.7181029 PTE220X220X7MM 0.7181030 PTE220X220X7MM 0.721031 PTE220X220X7MM 0.721032 PTE220X220X7MM 0.721033 PTE220X220X7MM 0.721034 PTE220X220X7MM 0.4041035 PTE220X220X7MM 0.4041036 PTE220X220X7MM 0.6731037 PTE220X220X7MM 0.6731038 PTE220X220X7MM 0.673
1039 PTE220X220X7MM 0.673
9.4 DISEÑO DE VIGAS
Tabla 14. ndices de sobreesfuerzo VigasColLine
SecID
PMMRatio
19 IPE160 0.04820 IPE160 0.04821 PHR100X50X1.5MM 0.40331 PHR100X40X3MM 0.92732 PHR100X40X3MM 0.1433 PHR100X40X3MM 0.54434 PHR100X40X3MM 0.27435 PHR100X40X3MM 0.10836 PHR100X40X3MM 0.04737 PHR100X40X3MM 0.09438 PHR100X40X3MM 0.26839 PHR100X40X3MM 0.36440 PHR100X40X3MM 0.45641 PHR100X40X3MM 0.53842 PHR100X40X3MM 0.59243 PHR100X40X3MM 0.82744 PHR100X50X1.5MM 0.40345 PHR100X50X1.5MM 0.40346 PHR100X50X1.5MM 0.40347 PHR100X50X1.5MM 0.40348 PHR100X50X1.5MM 0.40349 PHR100X50X1.5MM 0.40350 PHR100X50X1.5MM 0.40351 PHR100X50X1.5MM 0.40452 PHR100X50X1.5MM 0.40553 PHR100X40X3MM 0.59754 PHR100X40X3MM 0.62155 PHR100X40X3MM 0.356 PHR100X40X3MM 0.917
Tabla 14. ndices de sobreesfuerzo VigasColLine
SecID
PMMRatio
57 PHR100X40X3MM 1.27258 PHR100X40X3MM 0.91259 PHR100X40X3MM 0.43760 PHR100X40X3MM 0.16361 PHR100X40X3MM 0.08462 PHR100X40X3MM 0.28363 PHR100X40X3MM 0.47764 PHR100X40X3MM 0.62965 PHR100X40X3MM 0.77266 PHR100X40X3MM 0.88967 PHR100X40X3MM 0.94368 PHR100X40X3MM 0.93269 PHR100X40X3MM 1.00570 PHR100X40X3MM 1.38771 PHR100X40X3MM 0.97472 PHR100X40X3MM 0.47673 PHR100X40X3MM 0.17974 PHR100X40X3MM 0.08275 PHR100X40X3MM 0.28876 PHR100X40X3MM 0.49577 PHR100X40X3MM 0.66378 PHR100X40X3MM 0.82379 PHR100X40X3MM 0.95680 PHR100X40X3MM 1.01581 PHR100X40X3MM 1.01182 PHR100X40X3MM 0.99783 PHR100X40X3MM 1.37384 PHR100X40X3MM 0.97485 PHR100X40X3MM 0.476
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Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
86 PHR100X40X3MM 0.17987 PHR100X40X3MM 0.08288 PHR100X40X3MM 0.288
89 PHR100X40X3MM 0.49590 PHR100X40X3MM 0.66291 PHR100X40X3MM 0.82392 PHR100X40X3MM 0.95493 PHR100X40X3MM 1.01394 PHR100X40X3MM 0.99795 PHR100X40X3MM 0.9996 PHR100X40X3MM 1.3697 PHR100X40X3MM 0.97198 PHR100X40X3MM 0.47599 PHR100X40X3MM 0.178100 PHR100X40X3MM 0.081101 PHR100X40X3MM 0.287102 PHR100X40X3MM 0.495103 PHR100X40X3MM 0.661104 PHR100X40X3MM 0.821105 PHR100X40X3MM 0.95106 PHR100X40X3MM 1.009107 PHR100X40X3MM 0.985108 PHR100X40X3MM 0.997109 PHR100X40X3MM 1.373110 PHR100X40X3MM 0.974111 PHR100X40X3MM 0.476112 PHR100X40X3MM 0.179113 PHR100X40X3MM 0.082114 PHR100X40X3MM 0.288115 PHR100X40X3MM 0.495116 PHR100X40X3MM 0.662117 PHR100X40X3MM 0.823118 PHR100X40X3MM 0.954119 PHR100X40X3MM 1.013120 PHR100X40X3MM 0.997121 PHR100X40X3MM 1.005122 PHR100X40X3MM 1.387123 PHR100X40X3MM 0.974124 PHR100X40X3MM 0.476125 PHR100X40X3MM 0.179126 PHR100X40X3MM 0.082127 PHR100X40X3MM 0.288128 PHR100X40X3MM 0.495129 PHR100X40X3MM 0.663130 PHR100X40X3MM 0.823131 PHR100X40X3MM 0.956132 PHR100X40X3MM 1.015133 PHR100X40X3MM 1.011134 PHR100X40X3MM 0.917135 PHR100X40X3MM 1.272136 PHR100X40X3MM 0.912137 PHR100X40X3MM 0.437138 PHR100X40X3MM 0.163139 PHR100X40X3MM 0.084140 PHR100X40X3MM 0.283141 PHR100X40X3MM 0.477142 PHR100X40X3MM 0.629
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
143 PHR100X40X3MM 0.772144 PHR100X40X3MM 0.889145 PHR100X40X3MM 0.943
146 PHR100X40X3MM 0.932147 PHR100X40X3MM 0.597148 PHR100X40X3MM 0.827149 PHR100X40X3MM 0.544150 PHR100X40X3MM 0.274151 PHR100X40X3MM 0.108152 PHR100X40X3MM 0.047153 PHR100X40X3MM 0.094154 PHR100X40X3MM 0.268155 PHR100X40X3MM 0.364156 PHR100X40X3MM 0.456157 PHR100X40X3MM 0.538158 PHR100X40X3MM 0.592159 PHR100X40X3MM 0.621160 PHR100X40X3MM 0.597161 PHR100X40X3MM 0.827162 PHR100X50X1.5MM 0.403163 PHR100X40X3MM 0.544164 PHR100X40X3MM 0.274165 PHR100X40X3MM 0.108166 PHR100X40X3MM 0.047167 PHR100X40X3MM 0.094168 PHR100X40X3MM 0.268169 PHR100X40X3MM 0.364170 PHR100X40X3MM 0.456171 PHR100X40X3MM 0.538172 PHR100X40X3MM 0.592173 PHR100X50X1.5MM 0.403174 PHR100X50X1.5MM 0.403175 PHR100X50X1.5MM 0.403176 PHR100X50X1.5MM 0.403177 PHR100X50X1.5MM 0.403178 PHR100X50X1.5MM 0.403179 PHR100X50X1.5MM 0.403180 PHR100X50X1.5MM 0.404181 PHR100X50X1.5MM 0.405182 PHR100X40X3MM 0.621183 PHR100X40X3MM 0.3184 PHR100X40X3MM 0.917185 PHR100X40X3MM 1.272186 PHR100X40X3MM 0.912187 PHR100X40X3MM 0.437188 PHR100X40X3MM 0.163189 PHR100X40X3MM 0.084190 PHR100X40X3MM 0.283191 PHR100X40X3MM 0.477192 PHR100X40X3MM 0.629193 PHR100X40X3MM 0.772194 PHR100X40X3MM 0.889195 PHR100X40X3MM 0.943196 PHR100X40X3MM 0.932197 PHR100X40X3MM 1.005198 PHR100X40X3MM 1.387199 PHR100X40X3MM 0.974
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Cubierta PiscinaTorres del Diamante
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Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
200 PHR100X40X3MM 0.476201 PHR100X40X3MM 0.179202 PHR100X40X3MM 0.082
203 PHR100X40X3MM 0.288204 PHR100X40X3MM 0.495205 PHR100X40X3MM 0.663206 PHR100X40X3MM 0.823207 PHR100X40X3MM 0.956208 PHR100X40X3MM 1.015209 PHR100X40X3MM 1.011210 PHR100X40X3MM 0.997211 PHR100X40X3MM 1.373212 PHR100X40X3MM 0.974213 PHR100X40X3MM 0.476214 PHR100X40X3MM 0.179215 PHR100X40X3MM 0.082216 PHR100X40X3MM 0.288217 PHR100X40X3MM 0.495218 PHR100X40X3MM 0.662219 PHR100X40X3MM 0.823220 PHR100X40X3MM 0.954221 PHR100X40X3MM 1.013222 PHR100X40X3MM 0.997223 PHR100X40X3MM 0.99224 PHR100X40X3MM 1.36225 PHR100X40X3MM 0.971226 PHR100X40X3MM 0.475227 PHR100X40X3MM 0.178228 PHR100X40X3MM 0.081229 PHR100X40X3MM 0.287230 PHR100X40X3MM 0.494231 PHR100X40X3MM 0.661232 PHR100X40X3MM 0.821233 PHR100X40X3MM 0.95234 PHR100X40X3MM 1.009235 PHR100X40X3MM 0.985236 PHR100X40X3MM 0.997237 PHR100X40X3MM 1.373238 PHR100X40X3MM 0.974239 PHR100X40X3MM 0.476240 PHR100X40X3MM 0.179241 PHR100X40X3MM 0.082242 PHR100X40X3MM 0.288243 PHR100X40X3MM 0.495244 PHR100X40X3MM 0.662245 PHR100X40X3MM 0.823246 PHR100X40X3MM 0.954247 PHR100X40X3MM 1.013248 PHR100X40X3MM 0.997249 PHR100X40X3MM 1.005250 PHR100X40X3MM 1.387251 PHR100X40X3MM 0.974252 PHR100X40X3MM 0.476253 PHR100X40X3MM 0.179254 PHR100X40X3MM 0.082255 PHR100X40X3MM 0.288256 PHR100X40X3MM 0.495
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
257 PHR100X40X3MM 0.663258 PHR100X40X3MM 0.823259 PHR100X40X3MM 0.956
260 PHR100X40X3MM 1.015261 PHR100X40X3MM 1.011262 PHR100X40X3MM 0.917263 PHR100X40X3MM 1.272264 PHR100X40X3MM 0.912265 PHR100X40X3MM 0.437266 PHR100X40X3MM 0.163267 PHR100X40X3MM 0.084268 PHR100X40X3MM 0.283269 PHR100X40X3MM 0.477270 PHR100X40X3MM 0.629271 PHR100X40X3MM 0.772272 PHR100X40X3MM 0.889273 PHR100X40X3MM 0.943274 PHR100X40X3MM 0.932275 PHR100X40X3MM 0.597276 PHR100X40X3MM 0.827277 PHR100X40X3MM 0.544278 PHR100X40X3MM 0.274279 PHR100X40X3MM 0.108280 PHR100X40X3MM 0.047281 PHR100X40X3MM 0.094282 PHR100X40X3MM 0.268283 PHR100X40X3MM 0.364284 PHR100X40X3MM 0.456285 PHR100X40X3MM 0.538286 PHR100X40X3MM 0.592287 PHR100X40X3MM 0.621288 PTE80X40X1.5MM 0.439289 PTE80X40X1.5MM 0.431290 PTE80X40X1.5MM 0.201291 PTE80X40X1.5MM 0.205292 PTE80X40X1.5MM 1.049293 PTE80X40X1.5MM 0.222294 PHR100X40X3MM 0.8295 PHR100X40X3MM 0.695296 PHR100X40X3MM 0.658297 PHR100X40X3MM 0.572298 PHR100X40X3MM 0.658299 PHR100X40X3MM 0.695300 PHR100X40X3MM 0.8301 PHR100X40X3MM 0.927302 PTE80X40X1.5MM 0.623303 PTE80X40X1.5MM 0.568304 PTE80X40X1.5MM 0.189305 PTE80X40X1.5MM 0.585306 PTE80X40X1.5MM 0.501307 PTE80X40X1.5MM 0.144308 PTE80X40X1.5MM 0.532309 PTE80X40X1.5MM 0.434310 PTE80X40X1.5MM 0.115311 PTE80X40X1.5MM 0.484312 PTE80X40X1.5MM 0.38313 PTE80X40X1.5MM 0.094
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Cubierta PiscinaTorres del Diamante
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Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
314 PTE80X40X1.5MM 0.532315 PTE80X40X1.5MM 0.434316 PTE80X40X1.5MM 0.115
317 PTE80X40X1.5MM 0.585318 PTE80X40X1.5MM 0.501319 PTE80X40X1.5MM 0.144320 PTE80X40X1.5MM 0.623321 PTE80X40X1.5MM 0.568322 PTE80X40X1.5MM 0.189323 PTE80X40X1.5MM 0.439324 PTE80X40X1.5MM 0.431325 PTE80X40X1.5MM 0.201326 PHR100X40X3MM 0.927327 PTE80X40X1.5MM 0.439328 PTE80X40X1.5MM 0.431329 PTE80X40X1.5MM 0.201330 PTE80X40X1.5MM 0.205331 PTE80X40X1.5MM 1.049332 PTE80X40X1.5MM 0.222333 PHR100X40X3MM 0.8334 PHR100X40X3MM 0.695335 PHR100X40X3MM 0.658336 PHR100X40X3MM 0.572337 PHR100X40X3MM 0.658338 PHR100X40X3MM 0.695339 PHR100X40X3MM 0.8340 PHR100X40X3MM 0.927341 PTE80X40X1.5MM 0.623342 PTE80X40X1.5MM 0.568343 PTE80X40X1.5MM 0.189344 PTE80X40X1.5MM 0.585345 PTE80X40X1.5MM 0.501346 PTE80X40X1.5MM 0.144347 PTE80X40X1.5MM 0.532348 PTE80X40X1.5MM 0.434349 PTE80X40X1.5MM 0.115350 PTE80X40X1.5MM 0.484351 PTE80X40X1.5MM 0.38352 PTE80X40X1.5MM 0.094353 PTE80X40X1.5MM 0.532354 PTE80X40X1.5MM 0.434355 PTE80X40X1.5MM 0.115356 PTE80X40X1.5MM 0.585357 PTE80X40X1.5MM 0.501358 PTE80X40X1.5MM 0.144359 PTE80X40X1.5MM 0.623360 PTE80X40X1.5MM 0.568361 PTE80X40X1.5MM 0.189362 PTE80X40X1.5MM 0.439363 PTE80X40X1.5MM 0.431364 PTE80X40X1.5MM 0.201365 PTE100X40X2MM 0.661366 PTE100X40X2MM 0.627367 PHR100X40X3MM 0.991368 PHR100X40X3MM 0.554369 PHR100X40X3MM 0.415370 PHR100X40X3MM 0.256
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
371 PHR100X40X3MM 0.063372 PHR100X40X3MM 0.062373 PHR100X40X3MM 0.108
374 PHR100X40X3MM 0.154375 PTE100X40X2MM 0.432376 PTE100X40X2MM 0.536377 PTE100X40X2MM 0.661378 PTE100X40X2MM 0.627379 PHR100X40X3MM 0.991380 PHR100X40X3MM 0.555381 PHR100X40X3MM 0.415382 PHR100X40X3MM 0.256383 PHR100X40X3MM 0.063384 PHR100X40X3MM 0.062385 PHR100X40X3MM 0.108386 PHR100X40X3MM 0.154387 PTE100X40X2MM 0.432388 PTE100X40X2MM 0.536389 PTE40X40X3MM 0.369390 PTE40X40X3MM 0.33391 PTE40X40X3MM 0.221392 PTE40X40X3MM 0.206393 PTE40X40X1.5 0.434394 PTE40X40X1.5 0.422395 PTE40X40X1.5 0.373396 PTE40X40X1.5 0.242397 PTE40X40X1.5 0.194398 PTE40X40X1.5 0.171399 PTE40X40X1.5 0.162400 PTE40X40X1.5 0.138401 PTE40X40X1.5 0.162402 PTE40X40X1.5 0.171403 PTE40X40X1.5 0.194404 PTE40X40X1.5 0.242405 PTE40X40X1.5 0.373406 PTE40X40X1.5 0.422407 PTE40X40X1.5 0.434408 PTE40X40X3MM 0.206409 PTE40X40X3MM 0.221410 PTE40X40X3MM 0.33411 PTE40X40X3MM 0.369412 PTE100X40X2MM 0.636413 PTE100X40X2MM 0.636438 PTE100X40X2MM 1.032439 PTE100X40X2MM 0.987440 PHR100X40X3MM 1.655441 PHR100X40X3MM 0.913442 PHR100X40X3MM 0.671443 PHR100X40X3MM 0.398444 PHR100X40X3MM 0.084445 PHR100X40X3MM 0.117446 PHR100X40X3MM 0.191447 PHR100X40X3MM 0.409448 PTE100X40X2MM 0.728449 PTE100X40X2MM 0.88450 PTE100X40X2MM 1.032451 PTE100X40X2MM 0.987
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Cubierta PiscinaTorres del Diamante
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Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
452 PHR100X40X3MM 1.655453 PHR100X40X3MM 0.913454 PHR100X40X3MM 0.671
455 PHR100X40X3MM 0.398456 PHR100X40X3MM 0.084457 PHR100X40X3MM 0.117458 PHR100X40X3MM 0.191459 PHR100X40X3MM 0.409460 PTE100X40X2MM 0.728461 PTE100X40X2MM 0.88462 PTE40X40X3MM 0.635463 PTE40X40X3MM 0.566464 PTE40X40X3MM 0.515465 PTE40X40X3MM 0.473466 PTE40X40X1.5 0.716467 PTE40X40X1.5 0.684468 PTE40X40X1.5 0.586469 PTE40X40X1.5 0.487470 PTE40X40X1.5 0.367471 PTE40X40X1.5 0.212472 PTE40X40X1.5 0.244473 PTE40X40X1.5 0.091474 PTE40X40X1.5 0.244475 PTE40X40X1.5 0.212476 PTE40X40X1.5 0.367477 PTE40X40X1.5 0.487478 PTE40X40X1.5 0.586479 PTE40X40X1.5 0.684480 PTE40X40X1.5 0.716481 PTE40X40X3MM 0.473482 PTE40X40X3MM 0.515483 PTE40X40X3MM 0.566484 PTE40X40X3MM 0.635485 PTE100X40X2MM 0.96486 PTE100X40X2MM 0.96510 PTE100X40X2MM 1.136511 PTE100X40X2MM 1.075512 PHR100X40X3MM 1.755513 PHR100X40X3MM 0.98514 PHR100X40X3MM 0.729515 PHR100X40X3MM 0.439516 PHR100X40X3MM 0.098517 PHR100X40X3MM 0.115518 PHR100X40X3MM 0.196519 PHR100X40X3MM 0.43520 PTE100X40X2MM 0.78521 PTE100X40X2MM 0.953522 PTE100X40X2MM 1.136523 PTE100X40X2MM 1.075524 PHR100X40X3MM 1.755525 PHR100X40X3MM 0.98526 PHR100X40X3MM 0.729527 PHR100X40X3MM 0.439528 PHR100X40X3MM 0.098529 PHR100X40X3MM 0.115530 PHR100X40X3MM 0.196531 PHR100X40X3MM 0.43
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
532 PTE100X40X2MM 0.78533 PTE100X40X2MM 0.953534 PTE40X40X3MM 0.662
535 PTE40X40X3MM 0.591536 PTE40X40X3MM 0.541537 PTE40X40X3MM 0.5538 PTE40X40X1.5 0.765539 PTE40X40X1.5 0.738540 PTE40X40X1.5 0.641541 PTE40X40X1.5 0.539542 PTE40X40X1.5 0.418543 PTE40X40X1.5 0.349544 PTE40X40X1.5 0.254545 PTE40X40X1.5 0.101546 PTE40X40X1.5 0.254547 PTE40X40X1.5 0.349548 PTE40X40X1.5 0.418549 PTE40X40X1.5 0.539550 PTE40X40X1.5 0.641551 PTE40X40X1.5 0.738552 PTE40X40X1.5 0.765553 PTE40X40X3MM 0.5554 PTE40X40X3MM 0.541555 PTE40X40X3MM 0.591556 PTE40X40X3MM 0.662557 PTE100X40X2MM 1.059558 PTE100X40X2MM 1.059582 PTE100X40X2MM 1.128583 PTE100X40X2MM 1.069584 PHR100X40X3MM 1.752585 PHR100X40X3MM 0.979586 PHR100X40X3MM 0.728587 PHR100X40X3MM 0.439588 PHR100X40X3MM 0.097589 PHR100X40X3MM 0.115590 PHR100X40X3MM 0.196591 PHR100X40X3MM 0.43592 PTE100X40X2MM 0.779593 PTE100X40X2MM 0.952594 PTE100X40X2MM 1.128595 PTE100X40X2MM 1.069596 PHR100X40X3MM 1.752597 PHR100X40X3MM 0.979598 PHR100X40X3MM 0.728599 PHR100X40X3MM 0.439600 PHR100X40X3MM 0.097601 PHR100X40X3MM 0.115602 PHR100X40X3MM 0.196603 PHR100X40X3MM 0.43604 PTE100X40X2MM 0.779605 PTE100X40X2MM 0.952606 PTE40X40X3MM 0.662607 PTE40X40X3MM 0.59608 PTE40X40X3MM 0.541609 PTE40X40X3MM 0.499610 PTE40X40X1.5 0.764611 PTE40X40X1.5 0.737
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Cubierta PiscinaTorres del Diamante
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Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
612 PTE40X40X1.5 0.64613 PTE40X40X1.5 0.538614 PTE40X40X1.5 0.415
615 PTE40X40X1.5 0.349616 PTE40X40X1.5 0.237617 PTE40X40X1.5 0.07618 PTE40X40X1.5 0.237619 PTE40X40X1.5 0.349620 PTE40X40X1.5 0.415621 PTE40X40X1.5 0.538622 PTE40X40X1.5 0.64623 PTE40X40X1.5 0.737624 PTE40X40X1.5 0.764625 PTE40X40X3MM 0.499626 PTE40X40X3MM 0.541627 PTE40X40X3MM 0.59628 PTE40X40X3MM 0.662629 PTE100X40X2MM 1.054630 PTE100X40X2MM 1.054654 PTE100X40X2MM 1.12655 PTE100X40X2MM 1.062656 PHR100X40X3MM 1.748657 PHR100X40X3MM 0.976658 PHR100X40X3MM 0.726659 PHR100X40X3MM 0.437660 PHR100X40X3MM 0.097661 PHR100X40X3MM 0.115662 PHR100X40X3MM 0.195663 PHR100X40X3MM 0.429664 PTE100X40X2MM 0.776665 PTE100X40X2MM 0.95666 PTE100X40X2MM 1.12667 PTE100X40X2MM 1.062668 PHR100X40X3MM 1.748669 PHR100X40X3MM 0.976670 PHR100X40X3MM 0.726671 PHR100X40X3MM 0.437672 PHR100X40X3MM 0.097673 PHR100X40X3MM 0.115674 PHR100X40X3MM 0.195675 PHR100X40X3MM 0.429676 PTE100X40X2MM 0.776677 PTE100X40X2MM 0.95678 PTE40X40X3MM 0.661679 PTE40X40X3MM 0.589680 PTE40X40X3MM 0.54681 PTE40X40X3MM 0.498682 PTE40X40X1.5 0.762683 PTE40X40X1.5 0.736684 PTE40X40X1.5 0.638685 PTE40X40X1.5 0.536686 PTE40X40X1.5 0.412687 PTE40X40X1.5 0.347688 PTE40X40X1.5 0.225689 PTE40X40X1.5 0.046690 PTE40X40X1.5 0.225691 PTE40X40X1.5 0.347
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
692 PTE40X40X1.5 0.412693 PTE40X40X1.5 0.536694 PTE40X40X1.5 0.638
695 PTE40X40X1.5 0.736696 PTE40X40X1.5 0.762697 PTE40X40X3MM 0.498698 PTE40X40X3MM 0.54699 PTE40X40X3MM 0.589700 PTE40X40X3MM 0.661701 PTE100X40X2MM 1.049702 PTE100X40X2MM 1.049726 PTE100X40X2MM 1.128727 PTE100X40X2MM 1.069728 PHR100X40X3MM 1.752729 PHR100X40X3MM 0.979730 PHR100X40X3MM 0.728731 PHR100X40X3MM 0.439732 PHR100X40X3MM 0.097733 PHR100X40X3MM 0.115734 PHR100X40X3MM 0.196735 PHR100X40X3MM 0.43736 PTE100X40X2MM 0.779737 PTE100X40X2MM 0.952738 PTE100X40X2MM 1.128739 PTE100X40X2MM 1.069740 PHR100X40X3MM 1.752741 PHR100X40X3MM 0.979742 PHR100X40X3MM 0.728743 PHR100X40X3MM 0.439744 PHR100X40X3MM 0.097745 PHR100X40X3MM 0.115746 PHR100X40X3MM 0.196747 PHR100X40X3MM 0.43748 PTE100X40X2MM 0.779749 PTE100X40X2MM 0.952750 PTE40X40X3MM 0.662751 PTE40X40X3MM 0.59752 PTE40X40X3MM 0.541753 PTE40X40X3MM 0.499754 PTE40X40X1.5 0.764755 PTE40X40X1.5 0.737756 PTE40X40X1.5 0.64757 PTE40X40X1.5 0.538758 PTE40X40X1.5 0.415759 PTE40X40X1.5 0.349760 PTE40X40X1.5 0.237761 PTE40X40X1.5 0.07762 PTE40X40X1.5 0.237763 PTE40X40X1.5 0.349764 PTE40X40X1.5 0.415765 PTE40X40X1.5 0.538766 PTE40X40X1.5 0.64767 PTE40X40X1.5 0.737768 PTE40X40X1.5 0.764769 PTE40X40X3MM 0.499770 PTE40X40X3MM 0.541771 PTE40X40X3MM 0.59
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
60
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
772 PTE40X40X3MM 0.662773 PTE100X40X2MM 1.054774 PTE100X40X2MM 1.054
798 PTE100X40X2MM 1.136799 PTE100X40X2MM 1.075800 PHR100X40X3MM 1.755801 PHR100X40X3MM 0.98802 PHR100X40X3MM 0.729803 PHR100X40X3MM 0.439804 PHR100X40X3MM 0.098805 PHR100X40X3MM 0.115806 PHR100X40X3MM 0.196807 PHR100X40X3MM 0.43808 PTE100X40X2MM 0.78809 PTE100X40X2MM 0.953810 PTE100X40X2MM 1.136811 PTE100X40X2MM 1.075812 PHR100X40X3MM 1.755813 PHR100X40X3MM 0.98814 PHR100X40X3MM 0.729815 PHR100X40X3MM 0.439816 PHR100X40X3MM 0.098817 PHR100X40X3MM 0.115818 PHR100X40X3MM 0.196819 PHR100X40X3MM 0.43820 PTE100X40X2MM 0.78821 PTE100X40X2MM 0.953822 PTE40X40X3MM 0.662823 PTE40X40X3MM 0.591824 PTE40X40X3MM 0.541825 PTE40X40X3MM 0.5826 PTE40X40X1.5 0.765827 PTE40X40X1.5 0.738828 PTE40X40X1.5 0.641829 PTE40X40X1.5 0.539830 PTE40X40X1.5 0.418831 PTE40X40X1.5 0.349832 PTE40X40X1.5 0.254833 PTE40X40X1.5 0.101834 PTE40X40X1.5 0.254835 PTE40X40X1.5 0.349836 PTE40X40X1.5 0.418837 PTE40X40X1.5 0.539838 PTE40X40X1.5 0.641839 PTE40X40X1.5 0.738840 PTE40X40X1.5 0.765841 PTE40X40X3MM 0.5842 PTE40X40X3MM 0.541843 PTE40X40X3MM 0.591844 PTE40X40X3MM 0.662845 PTE100X40X2MM 1.059846 PTE100X40X2MM 1.059870 PTE100X40X2MM 1.032871 PTE100X40X2MM 0.987872 PHR100X40X3MM 1.655873 PHR100X40X3MM 0.913874 PHR100X40X3MM 0.671
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
875 PHR100X40X3MM 0.398876 PHR100X40X3MM 0.084877 PHR100X40X3MM 0.117
878 PHR100X40X3MM 0.191879 PHR100X40X3MM 0.409880 PTE100X40X2MM 0.728881 PTE100X40X2MM 0.88882 PTE100X40X2MM 1.032883 PTE100X40X2MM 0.987884 PHR100X40X3MM 1.655885 PHR100X40X3MM 0.913886 PHR100X40X3MM 0.671887 PHR100X40X3MM 0.398888 PHR100X40X3MM 0.084889 PHR100X40X3MM 0.117890 PHR100X40X3MM 0.191891 PHR100X40X3MM 0.409892 PTE100X40X2MM 0.728893 PTE100X40X2MM 0.88894 PTE40X40X3MM 0.635895 PTE40X40X3MM 0.566896 PTE40X40X3MM 0.515897 PTE40X40X3MM 0.473898 PTE40X40X1.5 0.716899 PTE40X40X1.5 0.684900 PTE40X40X1.5 0.586901 PTE40X40X1.5 0.487902 PTE40X40X1.5 0.367903 PTE40X40X1.5 0.212904 PTE40X40X1.5 0.244905 PTE40X40X1.5 0.091906 PTE40X40X1.5 0.244907 PTE40X40X1.5 0.212908 PTE40X40X1.5 0.367909 PTE40X40X1.5 0.487910 PTE40X40X1.5 0.586911 PTE40X40X1.5 0.684912 PTE40X40X1.5 0.716913 PTE40X40X3MM 0.473914 PTE40X40X3MM 0.515915 PTE40X40X3MM 0.566916 PTE40X40X3MM 0.635917 PTE100X40X2MM 0.96918 PTE100X40X2MM 0.96942 PTE100X40X2MM 0.661943 PTE100X40X2MM 0.627944 PHR100X40X3MM 0.991945 PHR100X40X3MM 0.554946 PHR100X40X3MM 0.415947 PHR100X40X3MM 0.256948 PHR100X40X3MM 0.063949 PHR100X40X3MM 0.062950 PHR100X40X3MM 0.108951 PHR100X40X3MM 0.154952 PTE100X40X2MM 0.432953 PTE100X40X2MM 0.536954 PTE100X40X2MM 0.661
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
62
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
1118 PHR100X50X1.5MM 0.4051119 PHR100X50X1.5MM 0.4041120 PHR100X50X1.5MM 0.404
1121 PHR100X50X1.5MM 0.4041122 PHR100X50X1.5MM 0.4041123 PHR100X50X1.5MM 0.4051124 PHR100X50X1.5MM 0.4051125 PHR100X50X1.5MM 0.4071126 PHR100X50X1.5MM 0.4081127 PHR100X50X1.5MM 0.4091128 PHR100X50X1.5MM 0.4091129 PHR100X50X1.5MM 0.4081130 PHR100X50X1.5MM 0.4071131 PHR100X40X3MM 0.31132 PHR100X40X3MM 0.1151133 PHR100X40X3MM 0.1251134 PHR100X40X3MM 0.1041135 PHR100X40X3MM 0.1041136 PHR100X40X3MM 0.1251137 PHR100X40X3MM 0.1151138 PHR100X50X1.5MM 0.4031139 PHR100X50X1.5MM 0.4041140 PHR100X50X1.5MM 0.4041141 PHR100X50X1.5MM 0.4041142 PHR100X50X1.5MM 0.4041143 PHR100X50X1.5MM 0.4041144 PHR100X50X1.5MM 0.4041145 PHR100X50X1.5MM 0.4031146 PHR100X50X1.5MM 0.4031147 PHR100X50X1.5MM 0.4031148 PHR100X50X1.5MM 0.4031149 PHR100X50X1.5MM 0.4031150 PHR100X50X1.5MM 0.4031151 PHR100X50X1.5MM 0.4031152 PHR100X50X1.5MM 0.4031153 PHR100X50X1.5MM 0.4031154 PHR100X50X1.5MM 0.4031155 PHR100X50X1.5MM 0.4031156 PHR100X50X1.5MM 0.4031157 PHR100X50X1.5MM 0.4031158 PHR100X50X1.5MM 0.4031159 PHR100X50X1.5MM 0.4031160 PHR100X50X1.5MM 0.4031161 PHR100X50X1.5MM 0.4031162 PHR100X50X1.5MM 0.4031163 PHR100X50X1.5MM 0.4031164 PHR100X50X1.5MM 0.4031165 PHR100X50X1.5MM 0.4031166 PHR100X50X1.5MM 0.4031167 PHR100X50X1.5MM 0.4031168 PHR100X50X1.5MM 0.4031169 PHR100X50X1.5MM 0.4031170 PHR100X50X1.5MM 0.4031171 PHR100X50X1.5MM 0.4031172 PHR100X50X1.5MM 0.4031173 PHR100X50X1.5MM 0.4031174 PHR100X50X1.5MM 0.403
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
1175 PHR100X50X1.5MM 0.4031176 PHR100X50X1.5MM 0.4031177 PHR100X50X1.5MM 0.403
1178 PHR100X50X1.5MM 0.4031179 PHR100X50X1.5MM 0.4031180 PHR100X50X1.5MM 0.4031181 PHR100X50X1.5MM 0.4031182 PHR100X50X1.5MM 0.4031183 PHR100X50X1.5MM 0.4031184 PHR100X50X1.5MM 0.4031185 PHR100X50X1.5MM 0.4031186 PHR100X50X1.5MM 0.4031187 PHR100X50X1.5MM 0.4031188 PHR100X50X1.5MM 0.4041189 PHR100X50X1.5MM 0.4041190 PHR100X50X1.5MM 0.4051191 PHR100X50X1.5MM 0.4051192 PHR100X50X1.5MM 0.4041193 PHR100X50X1.5MM 0.4041194 PHR100X50X1.5MM 0.4041195 PHR100X50X1.5MM 0.4051196 PHR100X50X1.5MM 0.4041197 PHR100X50X1.5MM 0.4041198 PHR100X50X1.5MM 0.4041199 PHR100X50X1.5MM 0.4041200 PHR100X50X1.5MM 0.4051201 PHR100X50X1.5MM 0.4051202 PHR100X50X1.5MM 0.4071203 PHR100X50X1.5MM 0.4081204 PHR100X50X1.5MM 0.4091205 PHR100X50X1.5MM 0.4091206 PHR100X50X1.5MM 0.4081207 PHR100X50X1.5MM 0.4071208 PHR100X40X3MM 0.31209 PHR100X40X3MM 0.1151210 PHR100X40X3MM 0.1251211 PHR100X40X3MM 0.1041212 PHR100X40X3MM 0.1041213 PHR100X40X3MM 0.1251214 PHR100X40X3MM 0.1151215 PTE80X40X1.5MM 0.2051216 PTE80X40X1.5MM 0.251217 PTE80X40X1.5MM 0.2591218 PTE80X40X1.5MM 0.2451219 PTE80X40X1.5MM 0.2451220 PTE80X40X1.5MM 0.2591221 PTE80X40X1.5MM 0.251222 PTE80X40X1.5MM 1.0491223 PTE80X40X1.5MM 1.0271224 PTE80X40X1.5MM 0.9231225 PTE80X40X1.5MM 0.8011226 PTE80X40X1.5MM 0.8011227 PTE80X40X1.5MM 0.9231228 PTE80X40X1.5MM 1.0271229 PTE80X40X1.5MM 0.2221230 PTE80X40X1.5MM 0.2671231 PTE80X40X1.5MM 0.279
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
63
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
1232 PTE80X40X1.5MM 0.2711233 PTE80X40X1.5MM 0.2711234 PTE80X40X1.5MM 0.279
1235 PTE80X40X1.5MM 0.2671236 PTE80X40X1.5MM 0.2051237 PTE80X40X1.5MM 0.251238 PTE80X40X1.5MM 0.2591239 PTE80X40X1.5MM 0.2451240 PTE80X40X1.5MM 0.2451241 PTE80X40X1.5MM 0.2591242 PTE80X40X1.5MM 0.251243 PTE80X40X1.5MM 1.0491244 PTE80X40X1.5MM 1.0271245 PTE80X40X1.5MM 0.9231246 PTE80X40X1.5MM 0.8011247 PTE80X40X1.5MM 0.8011248 PTE80X40X1.5MM 0.9231249 PTE80X40X1.5MM 1.0271250 PTE80X40X1.5MM 0.2221251 PTE80X40X1.5MM 0.2671252 PTE80X40X1.5MM 0.2791253 PTE80X40X1.5MM 0.2711254 PTE80X40X1.5MM 0.2711255 PTE80X40X1.5MM 0.2791256 PTE80X40X1.5MM 0.2671258 PTE40X40X3MM 0.3371259 PTE40X40X3MM 0.3011260 PTE40X40X3MM 0.2691261 PTE40X40X3MM 0.2691262 PTE40X40X1.5 0.4011263 PTE40X40X1.5 0.3881264 PTE40X40X1.5 0.3391265 PTE40X40X1.5 0.3041266 PTE40X40X1.5 0.2661267 PTE40X40X1.5 0.1231268 PTE40X40X1.5 0.0711269 PTE40X40X1.5 0.0711270 PTE40X40X1.5 0.1231271 PTE40X40X1.5 0.2661272 PTE40X40X1.5 0.3041273 PTE40X40X1.5 0.3391274 PTE40X40X1.5 0.3881275 PTE40X40X1.5 0.4011276 PTE40X40X3MM 0.2691277 PTE40X40X3MM 0.2691278 PTE40X40X3MM 0.3011279 PTE40X40X3MM 0.3371280 PTE40X40X3MM 0.291281 PTE40X40X3MM 0.291282 PTE40X40X3MM 0.4961283 PTE40X40X3MM 0.5761284 PTE40X40X3MM 0.5071285 PTE40X40X3MM 0.4471286 PTE40X40X3MM 0.4391287 PTE40X40X1.5 0.6491288 PTE40X40X1.5 0.6121289 PTE40X40X1.5 0.516
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
1290 PTE40X40X1.5 0.4421291 PTE40X40X1.5 0.3551292 PTE40X40X1.5 0.145
1293 PTE40X40X1.5 0.1041294 PTE40X40X1.5 0.1041295 PTE40X40X1.5 0.1451296 PTE40X40X1.5 0.3551297 PTE40X40X1.5 0.4421298 PTE40X40X1.5 0.5161299 PTE40X40X1.5 0.6121300 PTE40X40X1.5 0.6491301 PTE40X40X3MM 0.4391302 PTE40X40X3MM 0.4471303 PTE40X40X3MM 0.5071304 PTE40X40X3MM 0.5761305 PTE40X40X3MM 0.4961306 PTE40X40X3MM 0.61307 PTE40X40X3MM 0.5311308 PTE40X40X3MM 0.4711309 PTE40X40X3MM 0.4661310 PTE40X40X1.5 0.6971311 PTE40X40X1.5 0.6661312 PTE40X40X1.5 0.571313 PTE40X40X1.5 0.4981314 PTE40X40X1.5 0.4091315 PTE40X40X1.5 0.1781316 PTE40X40X1.5 0.1191317 PTE40X40X1.5 0.1191318 PTE40X40X1.5 0.1781319 PTE40X40X1.5 0.4091320 PTE40X40X1.5 0.4981321 PTE40X40X1.5 0.571322 PTE40X40X1.5 0.6661323 PTE40X40X1.5 0.6971324 PTE40X40X3MM 0.4661325 PTE40X40X3MM 0.4711326 PTE40X40X3MM 0.5311327 PTE40X40X3MM 0.61328 PTE40X40X3MM 0.5131329 PTE40X40X3MM 0.5131330 PTE40X40X3MM 0.5981331 PTE40X40X3MM 0.531332 PTE40X40X3MM 0.471333 PTE40X40X3MM 0.4651334 PTE40X40X1.5 0.6961335 PTE40X40X1.5 0.6641336 PTE40X40X1.5 0.5691337 PTE40X40X1.5 0.4961338 PTE40X40X1.5 0.4051339 PTE40X40X1.5 0.1761340 PTE40X40X1.5 0.1121341 PTE40X40X1.5 0.1121342 PTE40X40X1.5 0.1761343 PTE40X40X1.5 0.4051344 PTE40X40X1.5 0.4961345 PTE40X40X1.5 0.5691346 PTE40X40X1.5 0.664
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
64
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
1347 PTE40X40X1.5 0.6961348 PTE40X40X3MM 0.4651349 PTE40X40X3MM 0.47
1350 PTE40X40X3MM 0.531351 PTE40X40X3MM 0.5981352 PTE40X40X3MM 0.5121353 PTE40X40X3MM 0.5121354 PTE40X40X3MM 0.5971355 PTE40X40X3MM 0.5291356 PTE40X40X3MM 0.4691357 PTE40X40X3MM 0.4641358 PTE40X40X1.5 0.6941359 PTE40X40X1.5 0.6631360 PTE40X40X1.5 0.5671361 PTE40X40X1.5 0.4931362 PTE40X40X1.5 0.4021363 PTE40X40X1.5 0.1741364 PTE40X40X1.5 0.1051365 PTE40X40X1.5 0.1051366 PTE40X40X1.5 0.1741367 PTE40X40X1.5 0.4021368 PTE40X40X1.5 0.4931369 PTE40X40X1.5 0.5671370 PTE40X40X1.5 0.6631371 PTE40X40X1.5 0.6941372 PTE40X40X3MM 0.4641373 PTE40X40X3MM 0.4691374 PTE40X40X3MM 0.5291375 PTE40X40X3MM 0.5971376 PTE40X40X3MM 0.5111377 PTE40X40X3MM 0.5111378 PTE40X40X3MM 0.5981379 PTE40X40X3MM 0.531380 PTE40X40X3MM 0.471381 PTE40X40X3MM 0.4651382 PTE40X40X1.5 0.6961383 PTE40X40X1.5 0.6641384 PTE40X40X1.5 0.5691385 PTE40X40X1.5 0.4961386 PTE40X40X1.5 0.4051387 PTE40X40X1.5 0.1761388 PTE40X40X1.5 0.1121389 PTE40X40X1.5 0.1121390 PTE40X40X1.5 0.1761391 PTE40X40X1.5 0.4051392 PTE40X40X1.5 0.4961393 PTE40X40X1.5 0.5691394 PTE40X40X1.5 0.6641395 PTE40X40X1.5 0.6961396 PTE40X40X3MM 0.4651397 PTE40X40X3MM 0.471398 PTE40X40X3MM 0.531399 PTE40X40X3MM 0.5981400 PTE40X40X3MM 0.5121401 PTE40X40X3MM 0.5121402 PTE40X40X3MM 0.61403 PTE40X40X3MM 0.531
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
1404 PTE40X40X3MM 0.4711405 PTE40X40X3MM 0.4661406 PTE40X40X1.5 0.697
1407 PTE40X40X1.5 0.6661408 PTE40X40X1.5 0.571409 PTE40X40X1.5 0.4981410 PTE40X40X1.5 0.4091411 PTE40X40X1.5 0.1781412 PTE40X40X1.5 0.1191413 PTE40X40X1.5 0.1191414 PTE40X40X1.5 0.1781415 PTE40X40X1.5 0.4091416 PTE40X40X1.5 0.4981417 PTE40X40X1.5 0.571418 PTE40X40X1.5 0.6661419 PTE40X40X1.5 0.6971420 PTE40X40X3MM 0.4661421 PTE40X40X3MM 0.4711422 PTE40X40X3MM 0.5311423 PTE40X40X3MM 0.61424 PTE40X40X3MM 0.5131425 PTE40X40X3MM 0.5131426 PTE40X40X3MM 0.5761427 PTE40X40X3MM 0.5071428 PTE40X40X3MM 0.4471429 PTE40X40X3MM 0.4391430 PTE40X40X1.5 0.6491431 PTE40X40X1.5 0.6121432 PTE40X40X1.5 0.5161433 PTE40X40X1.5 0.4421434 PTE40X40X1.5 0.3551435 PTE40X40X1.5 0.1451436 PTE40X40X1.5 0.1041437 PTE40X40X1.5 0.1041438 PTE40X40X1.5 0.1451439 PTE40X40X1.5 0.3551440 PTE40X40X1.5 0.4421441 PTE40X40X1.5 0.5161442 PTE40X40X1.5 0.6121443 PTE40X40X1.5 0.6491444 PTE40X40X3MM 0.4391445 PTE40X40X3MM 0.4471446 PTE40X40X3MM 0.5071447 PTE40X40X3MM 0.5761448 PTE40X40X3MM 0.4961449 PTE40X40X3MM 0.4961450 PTE40X40X3MM 0.3371451 PTE40X40X3MM 0.3011452 PTE40X40X3MM 0.2691453 PTE40X40X3MM 0.2691454 PTE40X40X1.5 0.4011455 PTE40X40X1.5 0.3881456 PTE40X40X1.5 0.3391457 PTE40X40X1.5 0.3041458 PTE40X40X1.5 0.2661459 PTE40X40X1.5 0.1231460 PTE40X40X1.5 0.071
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
65
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
1461 PTE40X40X1.5 0.0711462 PTE40X40X1.5 0.1231463 PTE40X40X1.5 0.266
1464 PTE40X40X1.5 0.3041465 PTE40X40X1.5 0.3391466 PTE40X40X1.5 0.3881467 PTE40X40X1.5 0.401
Tabla 14. Índices de sobreesfuerzo VigasColLine
SecID
PMMRatio
1468 PTE40X40X3MM 0.2691469 PTE40X40X3MM 0.2691470 PTE40X40X3MM 0.301
1471 PTE40X40X3MM 0.3371472 PTE40X40X3MM 0.291473 PTE40X40X3MM 0.29
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
66
9.5 DISEÑO PLACAS BASE
ING FABIO MORALES FECHA : 25/03/2016
PROYECTO : CUBIERTA PISCINA CALCULÓ : F.A.M.OCLIENTE : REVISÓ : F.A.M.O
El presente procedimiento, se usa para columnasmetálicas solicitadas exclusivamente ante cargaaxial.
COLUMNA METÁLICA Para concreto ( kg ) ( kN )
fc = 0.60 PD = 1176 11.76
Pu = 1.2PD + 1.6PL PL = 3628 36.28
PLACA DE BASE MAYORADO Pu = 7216 73.63
ACERO :Fy = 248 Mpa
36 k.s.i.CONCRETO :
f'c = 21 Mpa3000 p.s.i.
PERFIL : 220x220x7mmd = 220 m.m.bf = 220 m.m.
A1 : Area requerida de placa de base.
A1 = 3301 mm2
D = 16.50 m.m.N = 74 300 m.m.B = 45 300 m.m.
Determinación de m y n.
m = 45.5 m.m.n = 62.0 m.m.
Linea de Sección Cálculo del espesor de la placa de base, tp.Crítica.
tp = 5.3 m.m.
PL. 300 x 300 x 1/4"
DISEÑO DE PLACA DE BASE ANTE CARGA AXIAL - PROCEDIMIENTO L.R.F.D.
CARGAS DE DISEÑO
PROPEDADES DE MATERIALES
ESTRUCTURA METÁLICADISEÑO DE PLACAS DE BASE
AXIAL
COL-01
P
B
N
tp
Fp
bf
d
m
m
0.95d
n n0.80bf
Perfil PT
Sección Crítica
m ó n
fp
tp
P e r n o s d e
P o s i c i o n a m i e n t o
c f A
Ac f Fp '70.0'35.0
1
2 £=
c f
Pu A
c ´7.11
F=
D+=1
A N
( )bf d ×-×=D 80.095.02
1
N A B 1=
2
95.0 d N m
×-=
2
80.0 bf Bn
×-=
( ) N B Fy
Punómt p
×××
××××=
90.0
2
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
67
10 DISEÑO PLACAS BASE
Dimensiones de la platina Dimensiones del rigidizador
Ancho 82 mm Ancho 50 mm
Longitud 200 mm Longitud 100 mm
Espesor 6.35 mm Espesor 6.35 mm
Soldadura
Calidad E70XX
Feex (MPa) 492
coeficiente de resistencia Φ= 0.75
tamaño del filete (pulg) 1/8
ΦRn (N/mm)=Φx0.6Feexw*0.707 496.98
Longitud requerida total (mm) 2
Longitud colocada (mm) 82
Fuerzas de diseño de la conexión 0
Cortante 1.11E+03 N
Lámin a de con exión
Ancho de la lámina 50 mm
Espesor de la lámina 6.35 mm
Lámina A-36 Fy= 253 MPa
Esfuerzo de tensión Fu 404.8 MPa
Esfuerzo de aplastamiento en agujeros de pernos
f 0.75
fRn 58761.1728 N
Resumen de diseño
Lámina de Conexión
Ancho 50
Longitud 100 mm
Espesor 6.35 mm
Cantidad de láminas 1
Soldadura
Calidad E70XX
Feex (MPa) 492coeficiente de resistencia Φ= 0.75
tamaño del filete (pulg) 1/8
ΦRn (N/mm)=Φx0.6Feexw*0.707 496.98
Longitud requerida total (mm) 2
Longitud colocada (mm) 100
t=espesor total
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
68
11 DISEÑO DE CORREAS
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Cubierta PiscinaTorres del Diamante
Bogotá D.CMemoria de Cálculo V01
69
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