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Theory of Structures

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

1.7
1.2
1.5
1.3

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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
wa/27
wa²

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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
274 MN
264 MN
294 MN

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Theory of Structures
For the close coil helical spring of the maximum deflection is

WD3n/d4N
2WD3n/d4N
8WD3n/d4N
4W²D3n/d4N

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

1½
1
½
2

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Three bars
three parallel bars
Two bars
Three bars intersecting at a point

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