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Theory of Structures

Theory of Structures
A truss containing j joints and m members, will be a simple truss if

j = 2m – 3
j = 3m – 2
m = 3j – 2
m = 2j – 3

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

L/2
2L
L
S

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

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

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

S.F. will be zero throughout
Horizontal thrust is wl2/8h
B.M. will be zero throughout
All of these

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Theory of Structures
In case of a simply supported I-section beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/3
L/5
L/4
L/2

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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

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

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MORE MCQ ON Theory of Structures

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