GATE CE 2019 Set 1 — Question 18
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Structural Engineering → Steel Member Design → Design of Beams
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Question
Assuming that there is no possibility of shear buckling in the web, the maximum reduction permitted by IS 800-2007 in the (low-shear) design bending strength of a semi-compact steel section due to high shear is
Correct answer
(A) zero
Solution
According to IS 800:2007, the reduction in design bending strength due to high shear () is applicable to plastic and compact sections. For semi-compact sections, the design bending strength is calculated as , and the code does not specify a reduction factor for high shear in this case, provided shear buckling is not a concern. Thus, the reduction is zero.
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