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Theory of Structures

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

1.5
1.4
1.7
1.6

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Theory of Structures
A shaft subjected to a bending moment M and a torque T, experiences

Maximum bending stress = 32M/πd³
Neither A nor B
Both A and B
Maximum shear stress = 16 T/πd³

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

5/8
2/3
8/5
3/2

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Theory of Structures
A compound truss may be formed by connecting two simple rigid frames, by

Two bars
Three bars intersecting at a point
Three bars
three parallel bars

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Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

2.5
1.25
1
1.5

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

Von Mises
St. Venant
Guest or Trecas
Rankine

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MORE MCQ ON Theory of Structures

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