Civil Engineering - Structural Design Specifications - Discussion
Discussion Forum : Structural Design Specifications - Section 3 (Q.No. 50)
50.
The ratio of the effective lengths of two columns, one effectively held in position at one end and partially restrained at the other end, and the other effectively held in position at one end and free at the other end, is
Discussion:
5 comments Page 1 of 1.
KRISHA said:
9 years ago
One end fixed and other partially = 1/sqt 2 = 0.707 l and one end fixed and other free = 1.2 l.
0.707/1.2 = 0.6. So option B is more suitable.
0.707/1.2 = 0.6. So option B is more suitable.
Fakhar said:
2 years ago
Fixed and partial = 1.5L = 3/2 L.
Fixed free = 2 L,
3/2 ÷ 2 = 3/2×2 = 3/4.
Fixed free = 2 L,
3/2 ÷ 2 = 3/2×2 = 3/4.
(9)
Praveen said:
8 years ago
A.fixed nd parital=1.5L.
B.fixed nd free. = 2L.
Ans: 1.5/2=3/4.
B.fixed nd free. = 2L.
Ans: 1.5/2=3/4.
(3)
Kumar rahul said:
4 years ago
Maximum value of spacing in bunker and silos should not exceed.
MJM Gcek said:
4 years ago
Agreed @Praveen.
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