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.
Mukesh pal said:
9 years ago
Thank you @Anshul Gupta.
Nishant Jain said:
9 years ago
Thanks @Anshul Gupta.
Anshul Gupta said:
1 decade ago
Sigma denoted by S.
And Z(section modulus) = bd2/6.
Then,
B.M. at fixed support is wl2/2.
wl2/2 = S*Z.
wl2/2 = S*bd2/6.
b= (3wl2)/Sd2.
Answer C.
And Z(section modulus) = bd2/6.
Then,
B.M. at fixed support is wl2/2.
wl2/2 = S*Z.
wl2/2 = S*bd2/6.
b= (3wl2)/Sd2.
Answer C.
(1)
Post your comments here:
Quick links
Quantitative Aptitude
Verbal (English)
Reasoning
Programming
Interview
Placement Papers