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Theory of Structures

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

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

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

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

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

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

1.34
2.34
1.5
2.5

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Theory of Structures
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is

el²/3d²
e²l²/3d²
el/2d
ee²l/3d²

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Theory of Structures
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

2W/ha
Wa/2h
Wa/h
2h/Wa

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