Hoja1COLUMNA ESBELTA

3SolicitacionesmDimensionesColumna 01Columna 023b (m)x-x0.400.40mh (m)y-y0.500.503.5CargasmPD (Tn) = 35.0050.004.5PL (Tn) = 20.0028.00mMomentosDireccin Longitudinal superiorinferiorsuperiorinferior656MD (Tn-m) = 1.7502.0501.7502.050ABCDML (Tn-m) = 0.9501.2000.9501.2005MS (Tn-m) = 9.75012.1009.75012.100mPS (Tn) = 12.00012.00015.00015.0005Direccin Transversal mMD (Tn-m) = 2.0502.2502.0502.250ML Tn-m) = 1.1501.4001.1501.400MS (Tn-m) = 11.15013.40011.15013.400PS (Tn) = 12.00012.00015.00015.000f'c = 210Kg/cm2fy = 4200Kg/cm2vigas x-x0.30.5vigas y-y 0.250.5DIRECCION X-X COLUMNA 1 longitud efectiva KluIC(0.70 Ig)=291666.666666667cm4Iv (0.35 Ig)=109375cm4En el extremo superior3.6940836941E columna= E VIGAK=1.4LONGITU EFECTIVA (Klu)=5.95cmRADIO DE GIRO(0.30h)=0.15ESBELTEZ Klu/r=39.6666666667>22 considerar esbeltezESBELTEZ Klu/r=39.666666666722 considerar esbeltezESBELTEZ Klu/r=47.8125