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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

1
1.5
2.5
1.25

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

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

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Theory of Structures
The load on a spring per unit deflection, is called

Proof stress
Proof resilience
Proof load
Stiffness

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Theory of Structures
For beams breadth is constant,

Depth d 1/M
Depth d M
Depth d
Depth d 3

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Theory of Structures
In case of principal axes of a section

Product of moment of inertia is zero
Sum of moment of inertia is zero
Difference of moment inertia is zero
None of these

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