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Theory of Structures

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
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

wa²/27
w²a
wa/27
wa²

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Theory of Structures
The ratio of the area of cross-section of a circular section to the area of its core, is

15
14
11
16

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Theory of Structures
A simply supported rolled steel joist 8 m long carries a uniformly distributed load over it span so that the maximum bending stress is 75 N/mm². If the slope at the ends is 0.005 radian and the value of E = 0.2 × 106 N/mm², the depth of the joist, is

250 mm
300 mm
400 mm
200 mm

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

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

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Guest or Trecas
Von Mises
Rankine
St. Venant

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