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Theory of Structures

Theory of Structures
The forces in the members of simple trusses, may be analysed by

Graphical method
Method of joints
All of these
Method of sections

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Theory of Structures
A steel bar 20 mm in diameter simply-supported at its ends over a total span of 40 cm carries a load at its centre. If the maximum stress induced in the bar is limited to N/mm², the bending strain energy stored in the bar, is

611 N mm
511 N mm
711 N mm
411 N mm

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Theory of Structures
Principal planes are subjected to

Normal stresses only
None of these
Normal stresses as well as tangential stresses
Tangential stresses only

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Theory of Structures
A square column carries a load P at the centroid of one of the quarters of the square. If a is the side of the main square, the combined bending stress will be

3p/a²
4p/a²
p/a²
2p/a²

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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
2 : 1½ : 1
1 : 1½ : 2
1 : 1 : 2

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

St. Venant's theory
Rankine's theory
Guest's or Trecas' theory
Von Mises' theory

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