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Theory of Structures

Theory of Structures
A shaft is subjected to bending moment M and a torque T simultaneously. The ratio of the maximum bending stress to maximum shear stress developed in the shaft, is

M/T
T/M
2T/M
2M/ T

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/4D3n
4D3N/d4n
d4N/8D3n
8D3N/d4n

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

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

1.34
2.5
2.34
1.5

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

2w w l at the fixed end
3w l at the fixed end
l) at the fixed end
w l) at the fixed end

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Theory of Structures
Principal planes are subjected to

Normal stresses only
None of these
Tangential stresses only
Normal stresses as well as tangential stresses

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