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Theory of Structures

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

Proof load
Stiffness
Proof resilience
Proof stress

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

BD³/6
B²D/6
BD²/6
BD³/12

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/16
1/10
1/12
1/8

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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

2
1
1½
½

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Theory of Structures
A close coil helical spring of mean diameter D consists of n coils of diameter d. If it carries an axial load W, the energy stored in the spring, is

4WD²n/d4N
4W²D3n/d4N
4W²Dn/d4N
4W²D3n²/d4N

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Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/8
WI²/12
WI/2
WI²/4

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