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Theory of Structures

Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof load
Stiffness
Proof stress
Proof resilience

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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
2T/M
T/M
M/T

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

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

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

L/2d
L/d
(L/3d)²
(L/2d)²

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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

16
15
14
11

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Theory of Structures
A simply supported rolled steel joist 8 m long carries a uniformly distributed load over it span so that the maximum bending stress is 75 N/mm². If the slope at the ends is 0.005 radian and the value of E = 0.2 × 106 N/mm², the depth of the joist, is

400 mm
200 mm
300 mm
250 mm

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