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Theory of Structures

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

1.4
1.5
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
A shaft rotating N.R.M. under a torque T, transmits a power

/30 Newton metres/min
/60 Newton metres/min
/30 Newton metres/sec
/60 Newton metres/sec

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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

/16
3 /16
2 /15
3 /8

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Theory of Structures
The stiffness of the close coil helical spring is

d4N/4D3n
4D3N/d4n
8D3N/d4n
d4N/8D3n

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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

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

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