The value of non-dimensional web slenderness ratio in the nominal shear strength equation according to simple post-critical method is given by(a) √(fyw/(√3τcr,e))(b) (fyw/(√3τcr,e))(c) (fyw/(τcr,e))(d) (fyw/(√3τcr,e))^2This question was addressed to me in a national level competition.My question comes from Web Panel Subjected to Shear in section Gantry Girders, Design of Plate Girders & Industrial Buildings of Design of Steel Structures

The value of non-dimensional web slenderness ratio in the nominal shea

1.	The value of non-dimensional web slenderness ratio in the nominal shear strength equation according to simple post-critical method is given by(a) √(fyw/(√3τcr,e))(b) (fyw/(√3τcr,e))(c) (fyw/(τcr,e))(d) (fyw/(√3τcr,e))^2This question was addressed to me in a national level competition.My question comes from Web Panel Subjected to Shear in section Gantry Girders, Design of Plate Girders & Industrial Buildings of Design of Steel Structures
Answer» Right answer is (a) √(fyw/(√3τcr,e)) Explanation: The VALUE of non-dimensional WEB slenderness ratio in the NOMINAL shear strength equation ACCORDING to simple post-critical METHOD is given by λw =√(fyw/(√3τcr,e)), where fyw is yield strength of web, τcr,e is elastic critical shear stress of the web.

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