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Theory of Structures

Theory of Structures
The locus of reaction of a two hinged semi-circular arch, is

Parabola
Circle
Straight line
Hyperbola

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

1.34
2.5
1.5
2.34

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Theory of Structures
The locus of the end point of the resultant of the normal and tangential components of the stress on an inclined plane, is

Ellipse
Circle
Straight line
Parabola

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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/5
L/3
L/2
L/4

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

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

100/EIc
50/EIc
200/EIc
150/EIc

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