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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 = S × F
Q = S – F
Q = F – S

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Circle
Straight line
Parabola
Hyperbola

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Circle
Parabola
Straight line
Ellipse

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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

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

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

1½
1
½
2

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Theory of Structures
For the close coil helical spring of the maximum deflection is

4W²D3n/d4N
2WD3n/d4N
WD3n/d4N
8WD3n/d4N

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