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Theory of Structures

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

1.5
1.4
1.7
1.6

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

3F/2A
2F/3A
F/2A
F/A

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

2L
L/2
S
L

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.505
0.303
0.707
0.404

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Length of the shaft
Modulus of rigidity
Radius of the shaft
Angle of twist

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Theory of Structures
In case of principal axes of a section

Sum of moment of inertia is zero
Product of moment of inertia is zero
Difference of moment inertia is zero
None of these

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