engineering recuitment TSPSC AEE Civil Mock Test 2022 Design of Steel Structures Compression Member

To prevent buckling of the top edge of a gusset plate due to bending compression, the outstand of the gusset plate from the edge of column should be limited to (thickness of plate = t; yield stress ratio = ε)

1
9.40 tε
2
8.40 tε
3
13.6 tε
4
29.3 tε
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