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Theory of Structures

Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

M/T
2T/M
2M/ T
T/M

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

14
16
15
11

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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

WL3/2EI
WL²/2EI
WL3/3EI
WL²/3EI

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Theory of Structures
Stress may be expressed in Newtons

Per metre square (N/m2)
None of these
Per millimetre square (N/mm²)
Per centimetre square (N/cm²)

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Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = S × F
Q = S – F
Q = F – S
Q = S + F

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

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

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