Rgarding staad pro CE

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

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