DISEÑO POR CORTANTE.xlsx

7
DISEÑO DE LOSA A CORTANTE DATOS: h= 20 d= 17 f¨c 210 Descripcion APOYO 1 APOYO 2 APOYO 3 ( - ) ( - ) ( - ) Longitud 4.97 3.60 3.60 Cortante Ultima (Kg) 1807.12 1613.86 1616.70 Cortante "d" 0.17 0.17 0.17 Vumax d 1538.05 1282.12 1284.38 1220.80 1220.80 1220.80 NECESITAMOS SOBREENSANCHE Resistencia Øvc

description

cortante

Transcript of DISEÑO POR CORTANTE.xlsx

LOSADISEO DE LOSA A CORTANTE

DATOS:h=20d=17fc210

DescripcionAPOYO 1APOYO 2APOYO 3APOYO 4( - )( - )( - )( - )Longitud 4.973.603.604.97Cortante Ultima(Kg)1807.121613.861616.701801.11Cortante "d"0.170.170.170.17Vumax d1538.051282.121284.381532.94Resistencia vc1220.801220.801220.801220.80 NECESITAMOS SOBREENSANCHE

VIGA PRINDISEO POR CORTANTE VIGA PRINCIPAL= 0.85b=254200d=34210L=DescripcionTRAMO BCTRAMO CDTRAMO DETRAMO EFTRAMO FG(+)(-)(+)(-)(+)(-)(+)(-)(+)(-)Wu(Kg/m)=1237512375114521145212480124809128912897639763Wu(Kg/cm)=123.75123.75114.52114.52124.8124.891.2891.2897.6397.63Vu max =53125312137371373753125312137371373753125312Vu maxd =4526.7478260874526.74782608711706.313043478311706.31304347834672.67964601774672.679646017711706.313043478311706.31304347834526.7478260874526.747826087L=460460460460565565460460460460100% Vu=5549.11044053465549.11044053465549.11044053465549.11044053465549.11044053465549.11044053465549.11044053465549.11044053465549.11044053465549.110440534650% Vu=2774.55522026732774.55522026732774.55522026732774.55522026732774.55522026732774.55522026732774.55522026732774.55522026732774.55522026732774.5552202673Av min=1.421.421.421.421.421.421.421.421.421.42REGION IS=NO NO NO NO NO NO NO NO NO NO

REGION IIe=240.2664535623240.266453562392.909325276592.9093252765295.1098831798295.109883179892.909325276592.9093252765240.2664535623240.2664535623L2120.1332267812120.133226781246.454662638246.4546626382147.5549415899147.554941589946.454662638246.4546626382120.1332267812120.1332267812S=48.685714285748.685714285748.685714285748.685714285748.685714285748.685714285748.685714285748.685714285748.685714285748.6857142857Smax=17171717171717171717Adoptamos S=15151515151515151515N Estribo=994410104499configuracion de estribo5@0,105@0,105@0,105@0,105@0,105@0,105@0,105@0,105@0,105@0,10REGION IIIL3-10.2664535623-10.2664535623137.0906747235137.0906747235-12.6098831798-12.6098831798137.0906747235137.0906747235-10.2664535623-10.2664535623vc=6528.36522415836528.36522415836528.36522415836528.36522415836528.36522415836528.36522415836528.36522415836528.36522415836528.36522415836528.3652241583Vs rem=-1202.779546409-1202.7795464097243.7677681697243.767768169-1031.0950523728-1031.09505237287243.7677681697243.767768169-1202.779546409-1202.779546409S=-168.5894980551-168.589498055127.993166883527.9931668835-196.6608214571-196.660821457127.993166883527.9931668835-168.5894980551-168.5894980551Smax=17171717171717171717S adoptado15151515151515151515N Estribo=-1-199-1-199-1-1configuracion de estribo1@0,05 1@0,25 7@0,25 REST@0,251@0,05 4@0,25 5@0,25 REST@0,251@0,05 5@0,25 2@0,25 REST@0,251@0,05 4@0,25 2@0,25 REST@0,251@0,05 5@0,25 1@0,25 REST@0,251@0,05 4@0,25 4@0,25 REST@0,251@0,05 5@0,25 2@0,25 REST@0,251@0,05 4@0,25 2@0,25 REST@0,251@0,05 5@0,25 1@0,25 REST@0,251@0,05 4@0,25 4@0,25 REST@0,25

ECUNDARIADISEO POR CORTANTE VIGA SECUNDARIA= 0.85b=254200d=29210L=EJE BEJE FDescripcionTRAMO 12TRAMO 23TRAMO 34(-)(+)(-)(+)(-)(+)Vu max =1321313213691569152270522705Vu maxd =9381.239381.236185.78181818186185.781818181816281.146341463416281.1463414634L=200200550550205205100% Vu=4733.064733.064733.064733.064733.064733.0650% Vu=2366.532366.532366.532366.532366.532366.53Av min=1.421.421.421.421.421.42REGION IS=NO ReqNO ReqNO ReqNO ReqNO ReqNO Req

REGION IIe=35.8235.82188.23188.2321.3721.37L217.9117.9194.1194.1110.6810.68S=8.238.238.238.238.238.23Smax=14.514.514.514.514.514.5Adoptamos S=555555N Estribo=44191933configuracion de estribo5@0,25 5@0,25 4@0,25 4@0,25 4@0,25 4@0,25 REGION IIIL364.1864.1886.7786.7781.1381.13vc=5568.315568.315568.315568.315568.315568.31Vs rem=5468.435468.431709.081709.0813585.9813585.98S=31.6331.63101.20101.2012.7312.73Smax=14.514.514.514.56060S adoptado101010106060N Estribo=669922configuracion de estribo1@0,05 2@0,25 5@0,25 REST@0,251@0,05 2@0,25 5@0,25 REST@0,251@0,05 1@0,25 4@0,25 REST@0,251@0,05 1@0,25 4@0,25 REST@0,251@0,05 1@0,25 4@0,25 REST@0,251@0,05 1@0,25 3@0,25 REST@0,25

COLUMNA 2DISEO DE COLUMNA A CORTANTE

DATOS b40cmPu16.8Tnh40cmMu5.16Tn*mRec4cmf'c210kg/cm2 prom 1.905cmfy4200kg/cm2 estribo0.952cm

DATOS PARA EL ABACOf'c3KSIfy60KSI0.70

CALCULO DE PARAMETROS

0.70Kn0.07e0.31Rn0.05

curva de diseo0.01

Acero totalAst16

NUMERO DE VARILLASXYSxSy 5/8"83312.6712.67 3/4"63212.6726.92 1"42226.9226.92Smin4 cm

DISPOSICION DE ESTRIBOS POR CONFINAMIENTO

5/8"1.58825.41Smax45.7040.00

3/8"@0.25

Hoja1