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Theory of Structures

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
A simply supported rolled steel joist 8 m long carries a uniformly distributed load over it span so that the maximum bending stress is 75 N/mm². If the slope at the ends is 0.005 radian and the value of E = 0.2 × 106 N/mm², the depth of the joist, is

400 mm
300 mm
250 mm
200 mm

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Theory of Structures
Inertia of a rectangular section of width and depth about an axis passing the moment of through C.G. and parallel to its width is

B²D/6
BD³/12
BD²/6
BD³/6

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

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

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Theory of Structures
Stress may be expressed in Newtons

Per centimetre square (N/cm²)
None of these
Per millimetre square (N/mm²)
Per metre square (N/m2)

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

2.5
2.34
1.5
1.34

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