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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
1/2
2
1

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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)

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

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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

45°
90°
30°
60°

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Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

2M/ T
T/M
2T/M
M/T

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Theory of Structures
Stress may be expressed in Newtons

Per millimetre square (N/mm²)
Per centimetre square (N/cm²)
Per metre square (N/m2)
None of these

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Theory of Structures
The area of the core of a column of cross sectional area A, is

(1/18) A
(1/12) A
(1/3) A
(1/6) A

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