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Theory of Structures

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

1.5
1.7
1.6
1.4

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

1.7
1.2
1.3
1.5

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Theory of Structures
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is

90°
30°
60°
45°

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Theory of Structures
A rolled steel joist is simply supported at its ends and carries a uniformly distributed load which causes a maximum deflection of 10 mm and slope at the ends of 0.002 radian. The length of the joist will be,

15 M
13 M
14 M
16 m

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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 /16
/16
3 /8
2 /15

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

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