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The connection of intermediate transverse stiffeners are designed for shear of

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The connection of intermediate transverse stiffeners are designed for shear of

(a) twbs

(b) tw^2/5bs

(c) tw^25bs

(d) tw5bs

This question was posed to me in final exam.

My doubt stems from Stiffeners in division Gantry Girders, Design of Plate Girders & Industrial Buildings of Design of Steel Structures

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The correct option is (b) tw^2/5bs

Best explanation: Intermediate transverse stiffeners not subjected to external loading should be connected to the web so as to withstand a shear between each component of the stiffener and the web not less than tw^2/5bs, where tw is thickness of web, bs is outstand width of stiffener.

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