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Theory of Structures

Theory of Structures
In plastic analysis, the shape factor for a triangular section, is

2.5
2.34
1.5
1.34

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

L/2
2 L
L
l

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

BD²/6
BD³/12
B²D/6
BD³/6

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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

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

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

2p/a²
p/a²
3p/a²
4p/a²

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

Proof stress
Proof resilience
Stiffness
Proof load

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