A column ISHB 350@661N/m carries axial compressive factored load of 1850kN, Design suitable bolted gusseted base to rest on concrete pedestal with bearing capacity $10000N/m^2$ and bolt diameter 20mm

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written 7.9 years ago by

vbhuvanabe • 0

modified 3.7 years ago by

phenjoisilab • 0

design and drawing of steel structures

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