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Theory of Structures

Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL²/3EI
WL²/2EI
WL3/3EI
WL3/2EI

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Theory of Structures
Flat spiral springs

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

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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

2.5 cm
1 cm
2 cm
1.5 cm

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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

½
1½
1
2

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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

3 /16
2 /15
3 /8
/16

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.40 to 1.50
1.20 to 1.30
1.10 to 1.20
1.30 to 1.40

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