D INTERACCDIAGRAMA DE INTERACCION DE SECCIONES RECTANGULARES Y TBf=0.00cmBw= B rectangular =25.00cmhf=0.00cmH= H rectangular =55.00cmY1=27.50cm.Y2=27.50cm.Ag=1375.00cm2Altura55.00cmf'c245.00kg/cm2fy4200.00kg/cm21=0.85estribo0.95cmRecub4.00cmSeparacion2.54cmecu0.0030esy0.0021C12.93cmTANTEAR PARA MOMENTO ASIGNADO A LA CARGA O PARA P = CERO (COMO VIGA)C4.95C8.25C9.63C11.00C11.55C12.10C12.65C13.20C13.75C15.13C16.50C19.25C22.00C24.75C27.50C30.25C33.00C35.75C38.50C41.25C44.00C46.75C49.50C52.25C55.00a10.99cma4.21a7.01a8.18a9.35a9.82a10.29a10.75a11.22a11.69a12.86a14.03a16.36a18.70a21.04a23.38a25.71a28.05a30.39a32.73a35.06a37.40a39.74a42.08a44.41a46.75Es2000000.00kg/cm2PBrazoMCc10.00ton0.24428.40.0521.42Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc 10.00Cc257.20ton0.027348.7305-0.1455-7.09028775Cc 221.92Cc 236.51Cc 242.59Cc 248.68Cc 251.11Cc 253.55Cc 255.98Cc 258.41Cc 260.85Cc 266.93Cc 273.02Cc 285.19Cc 297.36Cc 2109.53Cc 2121.70Cc 2133.87Cc 2146.04Cc 2158.20Cc 2170.37Cc 2182.54Cc 2194.71Cc 2206.88Cc 2219.05Cc 2231.22Cc 2243.39Mc12.59ton.mSiempre (+)14.32971225Mc5.57Mc8.76Mc9.97Mc11.11Mc11.55Mc11.97Mc12.38Mc12.79Mc13.18Mc14.10Mc14.96Mc16.46Mc17.67Mc18.60Mc19.24Mc19.60Mc19.68Mc19.47Mc18.98Mc18.20Mc17.13Mc15.79Mc14.16Mc12.24Mc10.04d=45.00cma/d =0.244