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Theory of Structures

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

l
L/2
2 L
L

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Theory of Structures
The vertical reaction for the arch is

wl/a
wa²/2l
wa/l
wa/2l

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Theory of Structures
A simply supported rolled steel joist 8 m long carries a uniformly distributed load over it span so that the maximum bending stress is 75 N/mm². If the slope at the ends is 0.005 radian and the value of E = 0.2 × 106 N/mm², the depth of the joist, is

300 mm
250 mm
400 mm
200 mm

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Ellipse
Circle
Parabola
Straight line

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Theory of Structures
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as

Determinate beams
Compound beams
Indeterminate beams
Composite beams

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Theory of Structures
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is

[W (2 + g/f)]/A
(1 – g/f)/A
[W (2 + f/G)]/A
[W (1 + f/ G)]/ A

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