Civil Engineering - Theory of Structures - Discussion
Discussion Forum : Theory of Structures - Section 1 (Q.No. 14)
14.
Keeping the depth d constant, the width of a cantilever of length l of uniform strength loaded with a uniformly distributed load w varies from zero at the free end and
at the fixed end
at the fixed end
at the fixed end
at the fixed endDiscussion:
23 comments Page 3 of 3.
Abiy said:
3 years ago
The right Answer is A.
(1)
Vishal Singh said:
2 years ago
If it is zero at the free end then it should be a uniformly varying load with zero at the free end.
How can uniformly distributed load is zero at free?
How can uniformly distributed load is zero at free?
ALEX said:
1 year ago
M/I = F/Y.
WL2/2 = F * Z = F * BD2/6.
B = 3WL2/(F*D2).
WL2/2 = F * Z = F * BD2/6.
B = 3WL2/(F*D2).
(1)
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