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Theory of Structures

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

14
11
15
16

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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

WI²/4
WI²/8
WI²/12
WI/2

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

All of these
B.M. will be zero throughout
Horizontal thrust is wl2/8h
S.F. will be zero throughout

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Theory of Structures
Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

Moment of inertia of the shaft section
Modulus of rigidity
Reciprocal of the length of the shaft
Angle of twist

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

1/2
1/4
1/3
2/3

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

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