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Theory of Structures

Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

½
1
1½
2

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Theory of Structures
For beams breadth is constant,

Depth d M
Depth d
Depth d 3
Depth d 1/M

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

1.5 cm
2.5 cm
2 cm
1 cm

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

1.2
1.7
1.5
1.3

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

WL/2AE
WL/AE
W²L/2AE
W²L/AE

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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,

14 M
16 m
13 M
15 M

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