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Theory of Structures

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

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

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Theory of Structures
In plastic analysis, the shape factor for a circular section, is

1.5
1.3
1.2
1.7

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Theory of Structures
Y are the bending moment, moment of inertia, radius of curvature, modulus of If M, I, R, E, F, and elasticity stress and the depth of the neutral axis at section, then

M/I = E/R = Y/F
M/I = R/E = F/Y
M/I = E/R = F/Y
I/M = R/E = F/Y

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/16h
ωl²/12h
ωl²/4h
ωl²/8h

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

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

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

15
11
16
14

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MORE MCQ ON Theory of Structures

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