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Theory of Structures

Theory of Structures
For beams of uniform strength, if depth is constant,

Width b M 2
Width b 1/M
Width b M
Width b 3 M

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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

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

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/6) A
(1/18) A
(1/3) A
(1/12) A

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

50/EIc
150/EIc
100/EIc
200/EIc

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Hyperbola
Circle
Parabola
Straight line

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/A
2F/3A
3F/2A
F/2A

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