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Theory of Structures

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
0.404
0.505

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Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Circle
Hyperbola
Straight line
Parabola

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Theory of Structures
section modulus of a square section of side B and that of a circular section of the ratio of the diameter D, is

2 /15
3 /8
/16
3 /16

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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

0.001
0.003
0.002
0.0025

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Theory of Structures
The greatest load which a spring can carry without getting permanently distorted, is called

Proof resilience
Proof stress
Stiffness
Proof load

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

1.7
1.6
1.4
1.5

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