Computer Aided Design Beam

Load Data A Single span beamP1DL kips LP1LL kips aP2DL kips bP2LL kipsDL kips / ft.LL kips / ft. Dead Weight of Beam = 0.52 kips/fttotal factored Point Load 1 = 0.00 kipstotal factored Point Load 2 = 0.00 kipstotal factored Uniform Load = 0.72 kips VA = #DIV/0! kipsVB = #DIV/0! kipsMax. Shear = […]