0
3.2kviews
A column ISHB 350 at 661.2 n/m subjected to a compressive factored load of 1800kN. Design suitable bolted gusseted base. The base rests on M15 grade concrete pedestal.

Use 24mm diameter bolts of grade 4.6 for making the connection between gusset plate and column flanges.

Please log in to add an answer.