examen formato
DESCRIPTION
Tabla para resolver dimensionamiento de concretoTRANSCRIPT
FLEXIONUniversidad Autnoma de QuertaroFacultad de IngenieraEstructuras de ConcreoYetlanezi Abigail Enriquez VilledaDatosVarillasb (cm)25NoDimetroread (cm)4520.6350.317As (cm2)5.06730.95350.714fy (kg/cm2)420041.271.267f'c (kg/cm2)25061.9052.850FR0.982.545.067Clculosf''c (kg/cm2)170p0.005q0.111MR813954.101900477kg-cmMu350000Fs2.3255831483Asmin2.9646353064cm2Asmax20.4910714286cm2Asbal22.7678571429
CORTANTEUniversidad Autnoma de QuertaroFacultad de IngenieraEstructuras de ConcreoYetlanezi Abigail Enriquez VilledaDatosVarillasb (cm)25b (cm)25NoDimetroread (cm)45d (cm)4520.6350.317As (cm2)3.800As (cm2)5.06730.95350.714fy (kg/cm2)4200fy (kg/cm2)420041.271.267f'c (kg/cm2)250f'c (kg/cm2)25061.9052.850FR0.9FR0.882.545.067V4200ClculosClculosSeparacin de los estribosf''c (kg/cm2)170f*c (kg/cm2)200Condicinp0.003p0.00450q0.083p0.015VSR=Vu-VCRVCR=6363.9610306789VSR=507.8674451755Condicins=236.2055962662s=22.519091.8830920368Av1.4281087228