Question

10 2,3,4 Q4 Design a welded plate girder of 30 m effective span and simply supported at two ends. It carries a UDL of 170 kN/m. Design upto connection on OR 10 2,3,4 Q5 Design a built-up column of Grade Fe 410 steel consisting of two channels facing back-to-back for a 6 m high column to carry a factored load of 1500 KN. The column is effectively held in position but not restrained against rotation at both ends.​

Answer 1

Answer :-

this question is not included in history subject session