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Theory of Structures

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

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

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

1.7
1.3
1.2
1.5

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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

WL/AE
W²L/2AE
WL/2AE
W²L/AE

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Ellipse
Parabola
Straight line
Circle

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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
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL3/3EI
WL²/3EI
WL²/2EI
WL3/2EI

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