Met. Rig. Gen. Directa

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 MÉTODO DE ROGIDEZ POR GENERACIÓN DIR PÓRTICO

description

metrado de cargas

Transcript of Met. Rig. Gen. Directa

Hoja1MTODO DE ROGIDEZ POR GENERACIN DIRECTACLCULO DE DEFORMACIONESPRTICO2683.59-2683.59001207.611207.61D1-2683.595367.18-2683.58828633141207.61472884910.00-1207.61D20.00-2683.596364.7793512578283.2676524461-1207.610.00D30.001207.61332.534259531712715.91172068492173.710.00D41207.610.00-894.52942877712173.706511928412474.391086.85D51207.61-1207.61002173.7110300.68D6

D1D2D3D4D5D6IDEALIZACIN GRADOS DE LIBERTADDatos:VIGACOLUMNAf'c=210.00Kg/cm2f'c=210.00Kg/cm2h=0.55mh=0.30mb=0.30mb=0.30m

E=2173706.51TN/m2E=2173706.51TN/m2A=0.17m2A=0.09m2I=0.0041594m4I=0.0006750m4LV1=4.45mLC1=2.43mLV2=4.45mLC2=2.70mLV3=4.45mLC3=2.70mSI: D1=1, resto = 0COLUMNAE=2173706.51TN/m2I=0.00067500m4LC3=2.70m1207.61894.53K112683.59k12-2683.59K130K140K151207.61K161207.61SI: D2=1, resto = 0

COLUMNAE=2173706.51TN/m2I=0.00067500m4LC2=2.7mLC3=2.7m1207.611207.61894.53894.53K12-2683.59k225367.18K32-2683.59K421207.61K520K62-1207.61SI: D3=1, resto = 0COLUMNAE=2173706.51192842TN/m2I=0.00067500m4LC1=2.43mLC2=2.7m1490.881207.611227.06894.53K130k23-2683.59K336364.78K43332.53K53-894.53K630SI: D4=1, resto = 0VIGACOLUMNAE=2173706.51192842TN/m2E=2173706.51192842TN/m2I=0.004159375m4I=0.00067500m4LV1=4.45mLC1=2.43mLC2=2.7m2415.22945769822173.70651192848126.97575105822173.70651192841490.88238129521207.6147288491K140k241207.61K34283.27K4412715.91K542173.71K640SI: D5=1, resto = 0VIGACOLUMNAE=2173706.51192842TN/m2E=2173706.51192842TN/m2I=0.004159375m4I=0.00067500m4LV2=4.45mLC2=2.7mLC3=2.7m2173.70651192842173.70651192842173.70651192842173.70651192841207.61472884911207.61472884918126.9757510582K151207.61k250K35-1207.61K452173.71K5512474.39K652173.71SI: D6=1, resto = 0VIGACOLUMNAE=2173706.51192842TN/m2E=2173706.51192842TN/m2I=0.004159375m4I=0.00067500m4LV3=4.45mLC3=2.7m

2173.70651192841086.85325596428126.97575105821207.6147288491K161207.61k26-1207.61K360K460K561086.85K6610300.68