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Theory of Structures

Theory of Structures
For beams breadth is constant,

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

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

2.5
1.5
1
1.25

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

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

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

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

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²/27
wa²
w²a
wa/27

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Theory of Structures
If a concrete column 200 × 200 mm in cross-section is reinforced with four steel bars of 1200 mm² total cross-sectional area. Calculate the safe load for the column if permissible stress in concrete is 5 N/mm² and Es is 15 Ec

274 MN
264 MN
284 MN
294 MN

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