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Theory of Structures

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

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

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.10 to 1.20
1.40 to 1.50
1.30 to 1.40
1.20 to 1.30

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

Rankine
Von Mises
Guest or Trecas
St. Venant

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Theory of Structures
The maximum deflection due to a load W at the free end of a cantilever of length L and having flexural rigidity EI, is

WL²/3EI
WL²/2EI
WL3/2EI
WL3/3EI

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

Stiffness
Proof stress
Proof load
Proof resilience

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Theory of Structures
The ratio of circumferential stress to the longitudinal stress in the walls of a cylindrical shell, due to flowing liquid, is

½
2
1
1½

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