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Theory of Structures

Theory of Structures
If Q is load factor, S is shape factor and F is factor of safety in elastic design, the following:

Q = S × F
Q = F – S
Q = S – F
Q = S + F

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

M = 0
H = 0
V = 0
All of these

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

2.5
1.5
1.25
1

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

3 /16
/16
2 /15
3 /8

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

W²L/AE
W²L/2AE
WL/2AE
WL/AE

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