(Please visit the site to view this file)
I wanted to verify correctness of options in STAAD for generating Torsion as per clause 7.9.2 of Indian Standard IS:1893(Part 1):2002.
So I created an STAAD file for a structure containing single eccentric weight of 10 KN.
I found torsional moment at base ( node no 13 ) are getting reduced instead of increasing after applying TOR and TOR OPP options.
Moment without TOR option = 1.434 T-m
Moment with TOR option =0.015 T-m
Moment with TOR OPP option = 0.468 T-m.
Seek clarification.
With regards,
(B. J. Gupta)