Q.3 A column ISHB 350 @ 661.2 N/m carries an axial compressive factored load of 1700 KN. Design a
suitable bolted gusset base. The base rests on M15 grade concrete pedestal. Use 24 mm diameter bolts of
grade 4.6 for making the connections.
[5]
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2342.42 is the the suitable welded guests base
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