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Theory of Structures

Theory of Structures
The ratio of maximum shear stress to average shear stress of a circular beam, is

2/3
4/7
3/2
4/3

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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

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

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

Both the ends are fixed
One end is fixed and other end is hinged
Both the ends are hinged
One end is fixed and other end is free

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b 1/M
Width b M
Width b M 2
Width b 3 M

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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

0.707
0.505
0.404
0.303

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Theory of Structures
Principal planes are subjected to

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

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