LABORATORIO DE ANALISIS ESTRUCTURAL

GRUPO 10210:00 am

PRESENTADO A:ING. EDWARD MORENO

PRESENTADO POR:JESS ALDAYR MOSQUERA PEA

FACULTAD DE INGENIERIA CIVIL26- FEBRERO DE 2014BOGOT, D.C.

ENTREPISO 1

AREA(m^2)=165,2149

CANTIDADLONGITUDAREA SEC.VOLUMENPESO ESPE.PESO (N)

20X40 (1a)19,790,080,7832235440184396,608

20X40 (2a)13,190,080,255223544060084,288

20X40 (4a)12,910,080,232823544054810,432

20X40 (6a)12,570,080,205623544048406,464

20X40 (6a)16,30,080,504235440118661,76

20X40 (b1)12,450,080,19623544046146,24

30X40 (A,B)219,010,122,28122354401074171,456

30X40 (C )119,210,122,3052235440542736,288

30X40 (A)119,220,122,3064235440543018,816

30X40 (3,4)26,30,120,756235440355985,28

35X40 (1)19,750,141,365235440321375,6

35X40 (2)19,550,141,337235440314783,28

35X40 (5)19,15620,141,281868235440301803,0019

35X40 (6)18,93530,141,250942235440294521,7845

35X30143,51050367523544012113388000

30X3063,50,090,315235440444981,6

C3543,50,09621150,33674025235440317128,4978

12118411011

VIGACOLUMNA

ENTREPISO 2 Y 3

AREA(m^2)=181,343

CANTIDADLONGITUDAREA SEC.VOLUMENPESO ESPE.PESO (N)

20X40 (1a)19,790,080,7832235440184396,608

20X40 (2a)13,190,080,255223544060084,288

20X40 (4a)12,910,080,232823544054810,432

20X40 (6a)12,570,080,205623544048406,464

20X40 (6a)16,30,080,504235440118661,76

20X40 (b1)12,450,080,19623544046146,24

30X40 (A,B)219,010,122,28122354401074171,456

30X40 (C )119,210,122,3052235440542736,288

30X40 (A)119,220,122,3064235440543018,816

30X40 (3)19,41190,121,129428235440265912,5283

30X40 (4)19,290,121,1148235440262468,512

35X40 (1)19,750,141,365235440321375,6

35X40 (2)19,550,141,337235440314783,28

35X40 (5)19,15620,141,281868235440301803,0019

35X40 (6)18,93530,141,250942235440294521,7845

35X30142,8105029402354409690710400

30X3062,80,090,252235440355985,28

C3542,80,09621150,2693922235440253702,7983

9695753385

VIGACOLUMNA

ENTREPISO 4

AREA(m^2)=164,0296

CANTIDADLONGITUDAREA SEC.VOLUMENPESO ESPE.PESO (N)

20X40 (1a)19,790,080,7832235440184396,608

20X40 (2a)13,190,080,255223544060084,288

20X40 (4a)12,910,080,232823544054810,432

20X40 (6a)12,570,080,205623544048406,464

20X40 (6a)15,870,080,4696235440110562,624

20X40 (b1)12,450,080,19623544046146,24

30X40 (A,B)219,010,122,28122354401074171,456

30X40 (C )119,210,122,3052235440542736,288

30X40 (A)113,310,121,5972235440376044,768

30X40 (3)19,41190,121,129428235440265912,5283

30X40 (4)19,290,121,1148235440262468,512

35X40 (1)19,750,141,365235440321375,6

35X40 (2)19,550,141,337235440314783,28

35X40 (5)19,15620,141,281868235440301803,0019

35X40 (6)15,93530,140,830942235440195636,9845

35X30122,7510502887,52354408157996000

30X3062,750,090,2475235440349628,4

C3542,750,09621150,26458163235440249172,3912

8162754140

VIGACOLUMNA

ENTREPISO 5

AREA(m^2)=147,776

CANTIDADLONGITUDAREA SEC.VOLUMENPESO ESPE.PESO (N)

20X40 (1a)19,790,080,7832235440184396,608

20X40 (2a)13,190,080,255223544060084,288

20X40 (4a)12,910,080,232823544054810,432

20X40 (6a)000000

20X40 (6a)000000

20X40 (b1)12,450,080,19623544046146,24

30X40 (A,B)219,010,122,28122354401074171,456

30X40 (C )119,210,122,3052235440542736,288

30X40 (A)113,310,121,5972235440376044,768

30X40 (3)19,41190,121,129428235440265912,5283

30X40 (4)19,290,121,1148235440262468,512

35X40 (1)19,750,141,365235440321375,6

35X40 (2)19,550,141,337235440314783,28

35X40 (5)19,15620,141,281868235440301803,0019

35X40 (6)15,93530,140,830942235440195636,9845

35X30122,7105028352354408009668800

30X3062,70,090,243235440343271,52

C3542,70,09621150,25977105235440244641,984

8014257083

VIGACOLUMNA