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Theory of Structures

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

1.5
1.34
2.5
2.34

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Theory of Structures
The shape factor of standard rolled beam section varies from

1.30 to 1.40
1.20 to 1.30
1.10 to 1.20
1.40 to 1.50

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Theory of Structures
A material is said to be perfectly elastic if

It does not regain its original shape at all
It regains its original shape on removal of the load
It regains its original shape partially on removal of the load
None of these

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Theory of Structures
A simply supported beam which carries a uniformly distributed load has two equal overhangs. To have maximum B.M. produced in the beam least possible, the ratio of the length of the overhang to the total length of the beam, is

0.307
0.207
0.407
0.508

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

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

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Theory of Structures
The load on a spring per unit deflection, is called

Stiffness
Proof resilience
Proof load
Proof stress

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MORE MCQ ON Theory of Structures

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