Prueba Estabilidad Segunda

Elemento DATOSL474.34cmE2,100Ton/m2A250cm2I75,000cm4q72GradosT0.320.950.000.000.000.00-0.95 0.320.000.000.000.000.000.001.000.000.000.000.000.000.000.320.950.000.000.000.00-0.95 0.320.000.000.000.000.000.001.00TT0.32-0.95 0.000.000.000.000.950.320.000.000.000.000.000.001.000.000.000.000.000.000.000.32-0.95 0.000.000.000.000.950.320.000.000.000.000.000.001.00kL1106.797181058900-1106.797181058900017.708754896942000-17.70875489694200042001328156.617270720-4200664078.30863536-1106.7971810589001106.7971810589000-17.7087548969-4200017.7087548969-420004200664078.308635360-42001328156.61727072

TT kL350.00-16.80-3984.47-350.0016.80-3984.471050.005.601328.16-1050.00-5.601328.160.004200.001328156.620.00-4200.00664078.31-350.0016.803984.47350.00-16.803984.47-1050.00-5.60-1328.161050.005.60-1328.160.004200.00664078.310.00-4200.001328156.62kG126.62326.73-3984.47-126.62-326.73-3984.47(TT kL T)326.73997.891328.16-326.73-997.891328.16-3984.471328.161328156.623984.47-1328.16664078.31-126.62-326.733984.47126.62326.733984.47-326.73-997.89-1328.16326.73997.89-1328.16-3984.471328.16664078.313984.47-1328.161328156.62

SUBMATRICES

k11126.62326.73-3984.47326.73997.891328.16-3984.471328.161328156.62

k12-126.62-326.73-3984.47-326.73-997.891328.163984.47-1328.16664078.31k21-126.62-326.733984.47-326.73-997.89-1328.16-3984.471328.16664078.31k22126.62326.733984.47326.73997.89-1328.163984.47-1328.161328156.62