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THEORY OF STRUCTURES

Theory of Structures
In case of a simply supported rectangular 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/2
L/4
L/3

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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/2
L/4

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Theory of Structures
A bar L metre long and having its area of cross-section A, is subjected to a gradually applied tensile load W. The strain energy stored in the bar is

WL/AE
WL/2AE
W²L/AE
W²L/2AE

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Theory of Structures
Stress may be expressed in Newtons

Per millimetre square (N/mm²)
Per metre square (N/m2)
Per centimetre square (N/cm²)
None of these

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Theory of Structures
The locus of the moment of inertia about inclined axes to the principal axis, is

Circle
Straight line
Ellipse
Parabola

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