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Theory of Structures

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

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

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Radius of the shaft
Length of the shaft
Angle of twist
Modulus of rigidity

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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
The strain energy due to volumetric strain

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

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML²/3EI
ML/EI
ML²/2EI
ML/2EI

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

t tensile
8.75 t tensile
t compressive
6.25 t compressive

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