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Beams with intermediate slenderness fail by

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in Design of Steel Structures by (962k points)
Beams with intermediate slenderness fail by

(a) elastic buckling

(b) inelastic lateral buckling

(c) attains Mp without buckling

(d) do not fail

The question was asked in my homework.

Query is from Behaviour of Real Beam topic in section Design of Beams of Design of Steel Structures

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Correct answer is (b) inelastic lateral buckling

The best explanation: Beams with intermediate slenderness (0.4 < √Mp/Mcr < 1.2)  fail by inelastic lateral buckling at loads below Mp and above Mcr .

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