07-11-2010, 12:49 PM
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.