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Theory of Structures

Theory of Structures
The ratio of the stresses produced by a suddenly applied load and by a gradually applied load on a bar, is

1/4
2
1/2
1

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

60°
45°
90°
30°

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /16
3 /8
/16
2 /15

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

All of these
Steel experiences tensile force
Composite beam gets subjected to a couple
Brass experiences compressive force

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Theory of Structures
The general expression for the B.M. of a beam of length l is the beam carries M = (wl/2) x – (wx²/2)

None of these
An isolated load at mid span
A uniformly distributed load w/unit length
A load varying linearly from zero at one end to w at the other end

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Theory of Structures
parabolic arch of span and rise , is given by The equation of a

y = 4h/l² × (1 – x)
y = h/l² × (1 – x )
y = 3h/l² × (1 – x)
y = 2h/l² × (1 – x)

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