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When there is no shear buckling,

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in Design of Steel Structures by (962k points)
When there is no shear buckling,

(a) Vp = Vn

(b) Vp > Vn

(c) Vp < Vn

(d) Vp = 2Vn

This question was addressed to me in exam.

The question is from Design Strength of Laterally Supported Beams -I topic in chapter Design of Beams of Design of Steel Structures

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Correct option is (a) Vp = Vn

To explain: When there is no shear buckling (d/tw ≤ 67ε), the nominal shear resistance Vn equals plastic shear strength Vp.

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