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Theory of Structures

Theory of Structures
The vertical reaction for the arch is

wa/l
wl/a
wa²/2l
wa/2l

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

Anywhere in the rib
At the crown
At one quarter span
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

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

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Theory of Structures
A steel bar 20 mm in diameter simply-supported at its ends over a total span of 40 cm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mm², the bending strain energy stored in the bar, is

711 N mm
411 N mm
611 N mm
511 N mm

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof stress
Proof load
Proof resilience
Stiffness

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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
Straight line formula
Perry
Rankine

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