Civil Engineering - Theory of Structures - Discussion
Discussion Forum : Theory of Structures - Section 1 (Q.No. 8)
8.
A concentrated load P is supported by the free end of a quadrantal ring AB whose end B is fixed. The ratio of the vertical to horizontal deflections of the end A, is
π
Discussion:
17 comments Page 2 of 2.
Sam said:
6 years ago
Explain the answer, please.
Mahima said:
6 years ago
Anyone explain in detail.
Dibya said:
6 years ago
Explain it in clear.
(2)
Sandeep said:
6 years ago
Explain the answer.
(1)
Kyra said:
5 years ago
Vertical deflection = V.D = π/4(wr^3/EI).
Horizontal Deflection = H.D = wr^3/2EI.
Their Ratio = V.D/H.D = π/2.
Horizontal Deflection = H.D = wr^3/2EI.
Their Ratio = V.D/H.D = π/2.
(10)
Pravin said:
5 years ago
Can somebody explain me the answer in detail?
(1)
Pradip said:
5 years ago
ΔV = Vertical deflection (deflection in the direction of load P) at end A.
ΔH = Horizontal deflection of end A.
ΔH = Horizontal deflection of end A.
(1)
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