7.Provided that there is no shear buckling of the weba) 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 thea) b/t)b) Vn)C) h/tw)9. If width to thickness ratio of the web is too large, that isa) the web is too slender)b) the web is too compact)c) the flange is too slender).d) Non all these)

9) option a) the web is too slenderIn structural engineering, particularly in the context of beams,…

Answered: 9. If width to thickness ratio of the…

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)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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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