Civil Engineering > GATE 2026 SET-2 > Steel Structures
As per IS:800-2007, design of a cantilever steel beam section for its moment capacity requires fulfilment of an upper bound, expressed as:
Md ≤ 1.5Ze fy/γm0
The reason for such upper bound is to
Md ≤ 1.5Ze fy/γm0
The reason for such upper bound is to
Correct : c
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