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Theory of Structures

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 strain energy due to volumetric strain

Is inversely proportional to Bulk modulus
All of these
Is directly proportional to the volume
Is directly proportional to the square of exerted pressure

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/4
1/2
1/8
1/3

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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 simply supported rolled steel joist 8 m long carries a uniformly distributed load over it span so that the maximum bending stress is 75 N/mm². If the slope at the ends is 0.005 radian and the value of E = 0.2 × 106 N/mm², the depth of the joist, is

400 mm
250 mm
200 mm
300 mm

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Theory of Structures
A masonry dam (density = 20,000 N/m³) 6 m high, one metre wide at the top and 4 m wide at the base, has vertical water face. The minimum stress at the base of the dam when the reservoir is full, will be

750 N/m²
7500 N/m²
75 N/m²
75000 N/m²

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