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Theory of Structures

Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/10
1/16
1/8
1/12

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

el/2d
el²/3d²
ee²l/3d²
e²l²/3d²

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Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

3/2
4/7
2/3
4/3

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Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

2M/ T
T/M
M/T
2T/M

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

b³h/12
bh³/12
bh²/12
b²h/12

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Theory of Structures
A body is said to be in equilibrium if

None of these
It moves vertically
It moves horizontally
It rotates about its C.G.

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