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Theory of Structures

Theory of Structures
In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/3
L/4
L/5
L/2

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Theory of Structures
Gradually applied static loads do not change with time their

Direction
Magnitude
All of these
Point of application

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Theory of Structures
The assumption in the theory of bending of beams is:

All of these
Material is isotropic
Material is homogeneous
Young’s modulus is same in tension as well as in compression

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

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

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Theory of Structures
A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is

0.508
0.307
0.407
0.207

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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

Ellipse
Parabola
Straight line
Circle

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