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
Discussion:
23 comments Page 1 of 3.
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)
Nishant Jain said:
9 years ago
Thanks @Anshul Gupta.
Mukesh pal said:
9 years ago
Thank you @Anshul Gupta.
Ravi said:
9 years ago
This is not uniform load so b.m is not (w*l^2)/2 varying load so b.m is (w*i^2)/6 answer.
(1)
Akash said:
9 years ago
Yes, you are correct @Ravi.
Patil said:
8 years ago
Yes, @Ravi
You are correct, bm not wl^2/2. It is wl^2 /6 n final and is wl^2/(d^2*s).
You are correct, bm not wl^2/2. It is wl^2 /6 n final and is wl^2/(d^2*s).
(1)
Vijay kumar said:
8 years ago
None of the above answers is correct. The Answer will be wl2/sd2.
Jeet Beniwal said:
8 years ago
You are wrong @Ravi.
Load is udl.
Width is o at free end.
And asked the width at fix end.
Load is udl.
Width is o at free end.
And asked the width at fix end.
Lekhs said:
8 years ago
What is the right answer? Please explain me.
Chandan said:
7 years ago
Thanks @Anshul.
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