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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
2M/ T
T/M
2T/M

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Theory of Structures
The ratio of lateral strain to axial strain of a homogeneous material, is known

Poisson’s ratio
Yield ratio
Hooke’s ratio
Plastic ratio

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Theory of Structures
For the close coil helical spring of the maximum deflection is

8WD3n/d4N
WD3n/d4N
2WD3n/d4N
4W²D3n/d4N

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Theory of Structures
The load on a spring per unit deflection, is called

Proof stress
Proof resilience
Proof load
Stiffness

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1
2.5
1.5
1.25

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Theory of Structures
A steel plate d × b is sandwiched rigidly between two timber joists each D × B/2 in section. The steel will be (where Young’s modulus of steel is m times that of the timber).

BD³ + mbd³)/6D]
BD² + mbd³)/4D]
BD² + mbd²)/4D]
BD² + mbd²)/6D]

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