D A cross section of simply supported plate girder is shown in Figure Q4 (c). Given that steel stress, o = 250 N/mm². (i
Posted: Mon Jul 11, 2022 10:16 am
(FEM)AB= (A (FEM)AB PL Pa (FEM)43 = 2PL P P Fixed End Moment (FEM)AB - SPL P | ++ } P P PL (FEM)= 8 P (FEM) (FEM)= − 4 + ² + ² + ¼ - Pa²b 2PL (FEM)BA= SPL (₁ (PEMB (₁ 11w2² (FEM)A8 " - 192 W (FEM)43 wt² SwL² 96 (FEM)3= (FEM)BA SwL2 192 (FEM)4 = (FEM)BA=30 (FEM)= Sw[2 96