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Theory of Structures

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

1.4
1.7
1.6
1.5

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

/16
3 /16
2 /15
3 /8

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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

300 mm
200 mm
400 mm
250 mm

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Theory of Structures
A body is said to be in equilibrium if

It moves vertically
It rotates about its C.G.
It moves horizontally
None of these

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Theory of Structures
Stress may be defined as

None of these
Force per unit length
Force per unit volume
Force per unit area

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

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

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