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Theory of Structures

Theory of Structures
The shape factor of standard rolled beam section varies from

1.40 to 1.50
1.30 to 1.40
1.10 to 1.20
1.20 to 1.30

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Theory of Structures
For beams breadth is constant,

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

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

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

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

2.5
1.25
1.5
1

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

V = 0
M = 0
All of these
H = 0

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

2/3
8/5
3/2
5/8

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