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Theory of Structures

Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

2 /15
3 /16
3 /8
/16

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Theory of Structures
Stress may be defined as

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

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Theory of Structures
Flat spiral springs

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

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Theory of Structures
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is

WL3/48EL
WL3/24EL
WL3/3EL
WL3/8EL

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

1.5 cm
2 cm
1 cm
2.5 cm

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Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

0.003
0.0025
0.001
0.002

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