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Theory of Structures

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/5
L/4
L/2

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Theory of Structures
At any point of a beam, the section modulus may be obtained by dividing the moment of inertia of the section by

Maximum tensile stress at the section
Depth of the section
Depth of the neutral axis
Maximum compressive stress at the section

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Theory of Structures
The equivalent length of a column of length L having one end fixed and the other end free, is

L
L
L/2
2L

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Brass experiences compressive force
Composite beam gets subjected to a couple
All of these
Steel experiences tensile force

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Theory of Structures
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is

ML/EI
ML²/3EI
ML²/2EI
ML/2EI

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Theory of Structures
Maximum shear stress theory for the failure of a material at the elastic limit, is known

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

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