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Theory of Structures

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

1.3
1.7
1.2
1.5

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Theory of Structures
The ratio of the length and depth of a simply supported rectangular beam which experiences maximum bending stress equal to tensile stress, due to same load at its mid span, is

1/2
2/3
1/4
1/3

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

1 : 1 : 2
2 : 1½ : 1
None of these
1 : 1½ : 2

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.707
0.404
0.303
0.505

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Theory of Structures
A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be,

13 M
14 M
16 m
15 M

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Theory of Structures
Stress may be expressed in Newtons

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

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