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Theory of Structures

Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI/2
WI²/12
WI²/4
WI²/8

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

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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

2 cm
1.5 cm
2.5 cm
1 cm

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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

0.404
0.707
0.303
0.505

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Theory of Structures
The ratio of shear stress and shear strain of an elastic material, is

Modulus of Rigidity
Modulus of Elasticity
Both A. and B.
Shear Modulus

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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

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

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