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Theory of Structures

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

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

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Theory of Structures
In a shaft, the shear stress is not directly proportional to

Radius of the shaft
Modulus of rigidity
Angle of twist
Length of the shaft

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

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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

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

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

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Theory of Structures
In the truss, the force in the member AC is

6.25 t compressive
8.75 t tensile
t tensile
t compressive

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