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Theory of Structures

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

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

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

(1 – g/f)/A
[W (1 + f/ G)]/ A
[W (2 + f/G)]/A
[W (2 + g/f)]/A

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 2m – 3
m = 2j – 3
j = 3m – 2
m = 3j – 2

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

4 mm
5 mm
2 mm
3 mm

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Maximum shear stress = 16 T/πd³
Neither A nor B
Both A and B
Maximum bending stress = 32M/πd³

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Theory of Structures
The moment of inertia of a triangular section (height h, base b) about its base, is

b³h/12
bh²/12
b²h/12
bh³/12

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