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Theory of Structures

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

1.3
1.7
1.2
1.5

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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
ωl²/8h
ωl²/12h
ωl²/16h

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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
St. Venant
Von Mises
Rankine

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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
0.002
0.0025

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

WI²/8
WI²/12
WI²/4
WI/2

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Theory of Structures
For beams of uniform strength, if depth is constant,

Width b 3 M
Width b 1/M
Width b M
Width b M 2

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