Correct Answer:
Option D - Design of column splice– As per IS 800 : 2007 Cl 8.6.4.2 splices and cut outs for service ducts in the webs should preferably not be located at points of maximum shear force and concentrated loads.
• Splices in the webs of the plate girders and rolled sections shall be designed to resist the shear and moments at the spliced section.
D. Design of column splice– As per IS 800 : 2007 Cl 8.6.4.2 splices and cut outs for service ducts in the webs should preferably not be located at points of maximum shear force and concentrated loads.
• Splices in the webs of the plate girders and rolled sections shall be designed to resist the shear and moments at the spliced section.