Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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7.Provided that there is no shear buckling of the web a) Nominal strength in moment) .b) Nominal strength in friction) C) Nominal strength in shear) (d) (b) and (c) 8- Depended shear buckling of the web on the a) b/t) b) Vn) C) h/tw) 9. If width to thickness ratio of the web is too large, that is a) the web is too slender) b) the web is too compact) c) the flange is too slender) .d) Non all these)
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Transcribed Image Text:7.Provided that there is no shear buckling of the web a) Nominal strength in moment) .b) Nominal strength in friction) C) Nominal strength in shear) (d) (b) and (c) 8- Depended shear buckling of the web on the a) b/t) b) Vn) C) h/tw) 9. If width to thickness ratio of the web is too large, that is a) the web is too slender) b) the web is too compact) c) the flange is too slender) .d) Non all these)
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