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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

2.5
1.25
1.5
1

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

WI²/8
WI²/12
WI/2
WI²/4

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

All of these
It is subjected to pure bending
Its mean diameter will decrease
Its number of coils will increase

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

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Theory of Structures
The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is

4
1
3
2

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

l
L/2
L
2 L

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