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Theory of Structures

Theory of Structures
A body is said to be in equilibrium if

None of these
It moves horizontally
It moves vertically
It rotates about its C.G.

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

2 /15
/16
3 /16
3 /8

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Modulus of Rigidity
Modulus of Elasticity
Both A. and B.
Shear Modulus

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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

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

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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

½
2
1
1½

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 4h/l² × (1 – x)
y = h/l² × (1 – x )
y = 3h/l² × (1 – x)
y = 2h/l² × (1 – x)

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