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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.
written 6.2 years ago by | modified 24 months ago by |
Use 24mm diameter bolts of grade 4.6 for making the connection between gusset plate and column flanges.
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