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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1
2.5
1.25
1.5

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

(1 – g/f)/A
[W (1 + f/ G)]/ A
[W (2 + f/G)]/A
[W (2 + g/f)]/A

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

3
2
1
4

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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

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

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Radius of the shaft
Angle of twist
Length of the shaft
Modulus of rigidity

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

All of these
Composite beam gets subjected to a couple
Steel experiences tensile force
Brass experiences compressive force

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