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Theory of Structures

Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

S
L
L/2
2L

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

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Theory of Structures
There are two hinged semicircular arches A, B and C of radii 5 m, 7.5 m and 10 m respectively and each carries a concentrated load W at their crowns. The horizontal thrust at their supports will be in the ratio of

None of these
1 : 1 : 2
1 : 1½ : 2
2 : 1½ : 1

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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

3 /8
3 /16
2 /15
/16

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Theory of Structures
The equivalent length is of a column of length having both the ends fixed, is

2 L
L/2
L
l

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

1.5
1.2
1.3
1.7

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