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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for a circular section, is

1.5
1.2
1.3
1.7

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Theory of Structures
The strain energy due to volumetric strain

All of these
Is directly proportional to the volume
Is inversely proportional to Bulk modulus
Is directly proportional to the square of exerted pressure

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

1 : 1½ : 2
2 : 1½ : 1
1 : 1 : 2
None of these

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

WL/AE
W²L/AE
W²L/2AE
WL/2AE

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Neither A nor B
Both A and B
Maximum bending stress = 32M/πd³
Maximum shear stress = 16 T/πd³

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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

200 mm
300 mm
250 mm
400 mm

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