Design gusseted base for ISHB 350(medium) with $450mm\times 16mm$ cover plate one on each flange, the column carries an axial factored load of 2400KN.

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written 6.8 years ago by

balakonde21 • 70

modified 2.6 years ago by

sagarkolekar ★ 11k

Assume M20 grade for concrete block and SBC of soil is $200KN/m^2$. Use 4.6 grade 20mm dia. Bolts for the connections. Draw three views to show the design details

design and drawing of steel structures

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