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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.
written 6.3 years ago by
balakonde21
• 70
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modified 2.1 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
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