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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
2L
L/2
L

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Theory of Structures
P = 4π² EI/L² is the equation of Euler's crippling load if

One end is fixed and other end is free
Both the ends are hinged
One end is fixed and other end is hinged
Both the ends are fixed

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Theory of Structures
Maximum shear stress theory for the failure of a material at the elastic limit, is known

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

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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

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

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Theory of Structures
Maximum strain theory for the failure of a material at the elastic limit, is known as

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

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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

45°
60°
90°
30°

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