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 2 of 3.
Michael said:
4 years ago
Thanks @Anshul Gupta.
SHUBHAM SIDDHARTH NAYAK said:
5 years ago
Cantilever carrying UDL- BM at fixed end = wl^2 /2.
We know, M = fz.
Wl^2/2= f *(bd^2/6),
b =3wl^2/fd^2.
We know, M = fz.
Wl^2/2= f *(bd^2/6),
b =3wl^2/fd^2.
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.
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.
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.
Chandan said:
7 years ago
Thanks @Anshul.
Lekhs said:
8 years ago
What is the right answer? Please explain me.
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.
Vijay kumar said:
8 years ago
None of the above answers is correct. The Answer will be wl2/sd2.
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