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Theory of Structures

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

1.6
1.5
1.7
1.4

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Theory of Structures
In the truss, the force in the member AC is

t tensile
8.75 t tensile
t compressive
6.25 t compressive

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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

250 mm
200 mm
400 mm
300 mm

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

All of these
Its mean diameter will decrease
Its number of coils will increase
It is subjected to pure bending

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Shear Modulus
Modulus of Elasticity
Modulus of Rigidity
Both A. and B.

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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/2AE
W²L/AE
WL/AE
W²L/2AE

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