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Theory of Structures

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

1.6
1.4
1.5
1.7

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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

ωl²/8h
ωl²/4h
ωl²/16h
ωl²/12h

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Theory of Structures
Total strain energy theory for the failure of a material at elastic limit, is known

St. Venant’s theory
Guest’s or Trecas’ theory
Rankine’s theory
Haig’s theory

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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

0.003
0.002
0.001
0.0025

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

F/2A
2F/3A
F/A
3F/2A

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Theory of Structures
The load on a spring per unit deflection, is called

Stiffness
Proof resilience
Proof stress
Proof load

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