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Theory of Structures

Theory of Structures
The maximum bending moment for a simply supported beam with a uniformly distributed load w/unit length, is

WI²/12
WI/2
WI²/8
WI²/4

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Theory of Structures
The vertical reaction for the arch is

wa/2l
wl/a
wa²/2l
wa/l

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Theory of Structures
If a solid shaft (diameter 20 cm, length 400 cm, N = 0.8 × 105 N/mm²) when subjected to a twisting moment, produces maximum shear stress of 50 N/mm 2, the angle of twist in radians, is

0.001
0.003
0.0025
0.002

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Theory of Structures
In case of a simply supported rectangular 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/2
L/4
L/5

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

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

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/4h
ωl²/12h
ωl²/16h
ωl²/8h

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