memorias de calculo cubierta v1

8/18/2019 Memorias de Calculo Cubierta V1

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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





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





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





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





4

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





5

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





6

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).





7

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


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


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





8


Frame Analysis/DesignSect73 PHR100X40X3MM74 PHR100X40X3MM75 PHR100X40X3MM

76 PHR100X40X3MM77 PHR100X40X3MM78 PHR100X40X3MM79 PHR100X40X3MM80 PHR100X40X3MM81 PHR100X40X3MM82 PHR100X40X3MM83 PHR100X40X3MM84 PHR100X40X3MM85 PHR100X40X3MM86 PHR100X40X3MM87 PHR100X40X3MM88 PHR100X40X3MM89 PHR100X40X3MM90 PHR100X40X3MM91 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




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





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





9




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


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



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





10



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


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


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





11


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



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



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





12



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


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


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


Frame Analysis/DesignSect1157 PHR100X50X1.5MM1158 PHR100X50X1.5MM1159 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





13



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



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



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





14



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


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


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





15

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 )





16

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 )





17

Ilustración 6. Carga Granizo Cubierta (Unidad: kN/m2 )

Ilustración 7. Carga Granizo Cubierta (Unidad: kN/m2 )





18

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





19

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





20

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.





21

Ilustración 9. Fuerza Sismo X (FX)





22

Ilustración 10. Fuerza Sismo Y (FY)

Ilustración 11. Fuerza Sismo Reducido X (EX)





23

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





24

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





25

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)





26

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



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





27



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



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





28



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



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





29



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



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





31



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



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

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328 -2.537 -0.127





32



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33



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395 0 0





34



474 SERVICIO 198 -0.171 -0.06

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35



552 SERVICIO 219 0.368 0.093

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36



630 SERVICIO 438 -0.543 -0.214

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37



731 SERVICIO 482 0.486 0.178

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38



809 SERVICIO 515 0.238 -0.185

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811 SERVICIO 518 0.09 -0.274516 -0.052 0.317

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548 -0.452 0.012





39



887 SERVICIO 548 0.459 0.162

549 -0.403 0.101

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550 0.005 -0.031

889 SERVICIO 550 0.66 0.161551 -0.603 0.225

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897 SERVICIO 168 -0.464 -0.118

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555 0 0

906 SERVICIO 276 -0.171 -0.06

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909 SERVICIO 287 0.273 0.066553 -0.273 0.07

910 SERVICIO 286 0.337 0.083

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911 SERVICIO 285 0.394 0.097

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912 SERVICIO 284 0.343 0.086

550 -0.343 0.085

913 SERVICIO 283 0.464 0.118

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914 SERVICIO 282 0.515 0.129



548 -0.515 0.129

915 SERVICIO 281 0.538 0.137

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916 SERVICIO 280 0.697 0.174

546 -0.697 0.175917 SERVICIO 530 -0.499 -0.19

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942 SERVICIO 556 -0.105 -0.206

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943 SERVICIO 558 0.075 -0.157

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944 SERVICIO 559 1.727 1.03

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561 -0.08 -0.067

946 SERVICIO 561 0.319 0.178562 -0.262 -0.001

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953 SERVICIO 569 0.154 -0.104

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954 SERVICIO 570 -0.105 -0.206

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956 SERVICIO 36 1.727 1.03

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574 -0.08 -0.067

958 SERVICIO 574 0.319 0.178

575 -0.262 -0.001

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576 -0.235 0.054960 SERVICIO 576 0.04 0.036

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963 SERVICIO 579 0.181 -0.076

580 -0.124 0.169

964 SERVICIO 580 0.072 -0.112

581 -0.033 0.144





40



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

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971 SERVICIO 76 -0.249 -0.062

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567 0.218 -0.055

973 SERVICIO 78 -0.183 -0.045

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975 SERVICIO 80 -0.126 -0.033

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976 SERVICIO 82 0.096 0.035

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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

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980 SERVICIO 195 0.14 0.034

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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

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576 -0.284 0.07

986 SERVICIO 189 0.312 0.078

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987 SERVICIO 188 0.323 0.082574 -0.323 0.079

988 SERVICIO 179 0.416 0.104

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989 SERVICIO 557 -0.324 -0.13

582 0.336 0.067

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582 0.336 0.067

1022 SERVICIO 2 38.514 19.875

39 -38.514 -0.618

1023 SERVICIO 20 -38.514 -19.875



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

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240 66.554 1.078

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1034 SERVICIO 559 38.514 19.875

588 -38.514 -0.618

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38 38.514 0.618

1036 SERVICIO 4 62.537 32.294

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1038 SERVICIO 22 -62.537 -32.294

201 62.537 1.025

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279 62.537 1.025

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38 0.627 -0.271

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151 0.652 -0.329

1050 SERVICIO 125 0.653 0.331

587 0.652 -0.33





41



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

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1061 SERVICIO 57 -0.012 -0.282

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42



1106 SERVICIO 132 0.68 0

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43



1161 SERVICIO 257 0.68 0

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44



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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





46



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



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





47



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



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





48



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



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.





49

Ilustración 15. Numeración de nudos de la base.





50

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





51

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%





52

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





53

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





54

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





55

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


SecID

PMMRatio


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





56


SecID

PMMRatio


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


SecID

PMMRatio


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





57


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


SecID

PMMRatio


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





58


SecID

PMMRatio


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


SecID

PMMRatio


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





59


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


SecID

PMMRatio


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





60


SecID

PMMRatio


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


SecID

PMMRatio


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





62


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


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





63


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


SecID

PMMRatio


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





64


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


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





65


SecID

PMMRatio


1464 PTE40X40X1.5 0.3041465 PTE40X40X1.5 0.3391466 PTE40X40X1.5 0.3881467 PTE40X40X1.5 0.401


SecID

PMMRatio







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





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





68

11 DISEÑO DE CORREAS





69

memorias de calculo cubierta v1

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