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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

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

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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

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

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b 1/M
Width b M
Width b M 2
Width b 3 M

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Theory of Structures
The eccentricity (e) of a hollow circular column, external diameter 25 cm, internal diameter 15 cm for an eccentric load 100 t for non-development of tension, is

2.75 cm
3.00 cm
3.50 cm
4.25 cm

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

11
14
15
16

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²/27
w²a
wa²
wa/27

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