1.0 In staad why I am getting more reinforcement in top column (See bemm no. 76 & 77) see the attached model.
2.0 What parameter need to use so that reduction factor is not considered in design calculation because as per is 1893-2016 it is only use for analysis Purpose.
Plz Clarify ASAP.
500 KL AT 14M STAIR MODEL.STD