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Theory of Structures

Theory of Structures
The forces in the members of simple trusses, may be analysed by

Method of joints
Graphical method
All of these
Method of sections

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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
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Maximum compressive stress at the section
Maximum tensile stress at the section
Depth of the neutral axis
Depth of the section

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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

1/4
1
2
1/2

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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
Stress may be defined as

None of these
Force per unit volume
Force per unit area
Force per unit length

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