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Theory of Structures

Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = S – F
Q = S × F
Q = F – S
Q = S + F

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

1/2
1/3
2/3
1/4

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

45°
30°
60°
90°

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Theory of Structures
The stiffness of the close coil helical spring is

8D3N/d4n
4D3N/d4n
d4N/8D3n
d4N/4D3n

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Theory of Structures
The general expression for the B.M. of a beam of length l is the beam carries M = (wl/2) x – (wx²/2)

None of these
An isolated load at mid span
A load varying linearly from zero at one end to w at the other end
A uniformly distributed load w/unit length

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

B²D/6
BD³/6
BD³/12
BD²/6

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