07-12-2010, 09:38 AM
(07-11-2010, 12:49 PM)aslam Wrote: I thinks Beam design in post-1 is as per IS:456-2000 and not as per IS:13920 (code for ductile design), because as per IS:13920, design shear force shall be maximum of max. analysis shear force and shear force based on moment capacity with provided reinforcement. I think shear force based on moment capacity is not considered.
Dear Aslam,
Shear as per 13920 has been considered for shear design. For simplicity maxm of shear at each is doubled for designed instead of taking actual shear at each end.