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Theory of Structures

Theory of Structures
For beams breadth is constant,

Depth d
Depth d 1/M
Depth d M
Depth d 3

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Theory of Structures
Flat spiral springs

All of these
Consist of uniform thin strips
Are wound by applying a torque
Consist of uniform thin strips

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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
400 mm
250 mm
300 mm

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Theory of Structures
The assumption in the theory of bending of beams is:

Young’s modulus is same in tension as well as in compression
All of these
Material is homogeneous
Material is isotropic

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

2.5
1
1.25
1.5

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L
L/2
L
2L

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