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Civil Engineering - Theory of Structures

Exercise : Theory of Structures - Section 3
21.
The equivalent length is of a column of length L having both the ends fixed, is
2L
L
Answer: Option
Explanation:
No answer description is available. Let's discuss.
22.
The moment of inertia of a rectangular section of width B and depth D about an axis passing through C.G. and parallel to its width is
Answer: Option
Explanation:
No answer description is available. Let's discuss.
23.
A masonry dam (density = 20, 000 N/m3) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be
75 N/m2
750 N/m2
7500 N/m2
75000 N/m2
Answer: Option
Explanation:
No answer description is available. Let's discuss.
24.
The ratio of tangential and normal components of a stress on an inclined plane through θ° to the direction of the force, is :
sin θ
cos θ
tan θ
cos θ
sec θ
Answer: Option
Explanation:
No answer description is available. Let's discuss.
25.
For calculating the allowable stress of long columns is the empirical formula, known as
Straight line formula
Parabolic formula
Perry's formula
Rankine's formula.
Answer: Option
Explanation:
No answer description is available. Let's discuss.
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