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Theory of Structures

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

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

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²
w²a
wa²/27
wa/27

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

S
2L
L
L/2

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

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

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Theory of Structures
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

2/3
5/8
3/2
8/5

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Theory of Structures
A steel bar 20 mm in diameter simply-supported at its ends over a total span of 40 cm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mm², the bending strain energy stored in the bar, is

411 N mm
611 N mm
511 N mm
711 N mm

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