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 2 of 3.
Dhananjay said:
7 years ago
@Anshul,
How can you equate BM with S*Z? Here, units are different. Please explain.
How can you equate BM with S*Z? Here, units are different. Please explain.
Vijay kumar said:
8 years ago
None of the above answers is correct. The Answer will be wl2/sd2.
Syed Mazhar said:
6 years ago
@Dhananjay.
From bending eq
M/I= f/y=E/R
M=(I/y)f
M=zf.
From bending eq
M/I= f/y=E/R
M=(I/y)f
M=zf.
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)
Lekhs said:
8 years ago
What is the right answer? Please explain me.
Nilraj. said:
7 years ago
@Ravi.
This is uniformly Distributed load.
This is uniformly Distributed load.
Dileep pawaar said:
7 years ago
You are correct @Anshul Gupta.
Akash said:
9 years ago
Yes, you are correct @Ravi.
Mukesh pal said:
9 years ago
Thank you @Anshul Gupta.
Abiy said:
3 years ago
The right Answer is A.
(1)
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