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

2.5
2.34
1.34
1.5

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Theory of Structures
The vertical reaction for the arch is

wl/a
wa/l
wa²/2l
wa/2l

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

2/3
5/8
3/2
8/5

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Theory of Structures
The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is

1/2
1/4
1/8
1/3

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