Code I am using is an "AISC ASD -Specification for Structural Steel Buildings. Allowable Stress Design and Plastic Design (1989, 9th Edition)"
yes I am using an AISC / US code for the design of the structure itself, but an INDIAN code for the design of the connections.
Definitely it is not...
What if I have design a PEB structure using AISC-ASD and for design of Connection I am using IS-LSD with a safety factor applied to loads extracted from analysis i.e. If AISC-ASD has given me Bending moment of 250kN/sq.m then that will be 250x1.5= 375kN/sq.m for design of connections using...