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Theory of Structures

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

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

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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

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

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Theory of Structures
In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/4
L/5
L/2
L/3

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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
0.001
0.002
0.0025

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

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

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L
2L
L/2
S

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