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Theory of Structures

Theory of Structures
The ratio of maximum and average shear stresses on a rectangular section, is

2.5
1
1.5
1.25

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Theory of Structures
Shear strain energy theory for the failure of a material at elastic limit, is due to

Rankine
Guest or Trecas
Von Mises
St. Venant

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Theory of Structures
H V are the algebraic sums of the forces resolved horizontally and vertically respectively, M is the algebraic sum of the moments of forces about any point, for the equilibrium of the body acted upon

All of these
H = 0
V = 0
M = 0

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Theory of Structures
A three hinged arch is generally hinged at its supports and

At the crown
Anywhere in the rib
None of these
At one quarter span

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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

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

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Theory of Structures
The ratio of the maximum deflections of a simply supported beam with a central load W and of a cantilever of same length and with a load W at its free end, is

1/10
1/8
1/16
1/12

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