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Theory of Structures

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

0.707
0.505
0.404
0.303

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.20 to 1.30
1.10 to 1.20
1.30 to 1.40
1.40 to 1.50

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Theory of Structures
Gradually applied static loads do not change with time their

Magnitude
Point of application
Direction
All of these

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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,

15 M
16 m
14 M
13 M

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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

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

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Theory of Structures
Y are the bending moment, moment of inertia, radius of curvature, modulus of If M, I, R, E, F, and elasticity stress and the depth of the neutral axis at section, then

M/I = E/R = F/Y
M/I = E/R = Y/F
I/M = R/E = F/Y
M/I = R/E = F/Y

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