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Theory of Structures

Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/16
1/12
1/8
1/10

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Theory of Structures
The stiffness of the close coil helical spring is

4D3N/d4n
8D3N/d4n
d4N/8D3n
d4N/4D3n

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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
294 MN
284 MN
264 MN

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Theory of Structures
In the truss, the force in the member AC is

t tensile
6.25 t compressive
t compressive
8.75 t tensile

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Theory of Structures
Flat spiral springs

Are wound by applying a torque
Consist of uniform thin strips
All of these
Consist of uniform thin strips

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/8h
ωl²/16h
ωl²/4h
ωl²/12h

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