Unless more exact analysis are done for beam of uniform cross section with continuous support & UDL over 3m or more span which do not differ by more than 13% of longer span, the bending moment and shear force used in design may be taken as following:
Q. Design the beam AB, Width of the beam 300mm consider mild Exposure, DL = 8 KN/m, Live Load = 16 KN/m, Support Width is 300mm, M20, Fe415.
Soln,
