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Theory of Structures

Theory of Structures
Stress may be defined as

None of these
Force per unit length
Force per unit volume
Force per unit area

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/16h
ωl²/8h
ωl²/4h
ωl²/12h

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Theory of Structures
The ratio of moments of inertia of a triangular section about its base and about a centroidal axis parallel to its base, is

1.5
2
3
1

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

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

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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
5 mm
4 mm
3 mm

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Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.707
0.303
0.505
0.404

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