Civil Engineering - Theory of Structures - Discussion
Discussion Forum : Theory of Structures - Section 2 (Q.No. 19)
19.
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length, is (where Ic is the M.I. at the crown, which varies as the slope of the arch).
Discussion:
6 comments Page 1 of 1.
Prince said:
4 years ago
@Mukesh,
Please explain your answer.
Please explain your answer.
Mukesh said:
5 years ago
Here, We can Use unit load method.
Abbas ali said:
6 years ago
Is there any formula for it.
Kshirod said:
6 years ago
Va * 10 = 10 * 3 * 7(vb).
Vb - va = 210-10.
= 200.
Vb - va = 210-10.
= 200.
Skm said:
7 years ago
Anyone can explain it?
Sheela said:
8 years ago
Give Explanation.
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