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Theory of Structures

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

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

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Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1/2
1/4
1
2

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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

284 MN
294 MN
264 MN
274 MN

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Theory of Structures
The yield moment of a cross section is defined as the moment that will just produce the yield stress in

The neutral fibre of the section
The inner most fibre of the section
The fibre everywhere
The outer most fibre of the section

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

2.5
1.34
1.5
2.34

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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
w²a
wa²
wa/27

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