1. A transfer girder is to support one symmetrically located column having a factored load of P (5000+200N) KN and is supported on 600mmx600mm square columns. The clear span of the transfer girder is 6m. The overall depth of the beam is (h = 4000mm) and the width of the beam is (b=400mm). Using C25 concrete and S360 reinforcing steel, Design the beam by STM method. (Neglect self-weight of the beam). Note: N is your group number. 0.6 m = P= (5000+200N) KN 6 m - 400 4000 0.6 m
