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Theory of Structures

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

1.25
2.5
1
1.5

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

1.3
1.5
1.7
1.2

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Theory of Structures
A simply supported beam A carries a point load at its mid span. Another identical beam B carries the same load but uniformly distributed over the entire span. The ratio of the maximum deflections of the beams A and B, will be

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

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Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 2m – 3
j = 3m – 2
m = 2j – 3
m = 3j – 2

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Theory of Structures
A simply supported uniform rectangular bar breadth b, depth d and length L carries an isolated load W at its mid-span. The same bar experiences an extension e under same tensile load. The ratio of the maximum deflection to the elongation, is

(L/2d)²
L/2d
L/d
(L/3d)²

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Theory of Structures
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is

2 mm
3 mm
4 mm
5 mm

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