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.

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written 7.9 years ago by

balakonde21 • 70

modified 3.7 years ago by

sagarkolekar ★ 11k

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

design and drawing of steel structures

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