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Theory of Structures

Theory of Structures
Stress may be defined as

Force per unit volume
Force per unit area
Force per unit length
None of these

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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

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

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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,

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

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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

ωl²/12h
ωl²/4h
ωl²/8h
ωl²/16h

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Theory of Structures
For calculating the allowable stress of long columns σ0 = σy/n [1 - a (1/r)²]is the empirical formula, known as

Parabolic formula
Perry
Straight line formula
Rankine

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Theory of Structures
A three hinged arch is generally hinged at its supports and

None of these
At one quarter span
Anywhere in the rib
At the crown

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