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 fym0
The reason for such upper bound is to
A
control deflection
B
restrain lateral-torsional buckling
C
avoid plastic deformation under working load
D
avoid yielding at ultimate load

Correct : c

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