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Theory of Structures

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/4
L/2

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Theory of Structures
A two hinged parabolic arch of span l and rise h carries a load varying from zero at the left end to ? per unit run at the right end. The horizontal thrust is

ωl²/12h
ωl²/16h
ωl²/8h
ωl²/4h

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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

el/2d
e²l²/3d²
ee²l/3d²
el²/3d²

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Theory of Structures
Y are the bending moment, moment of inertia, radius of curvature, modulus of If M, I, R, E, F, and elasticity stress and the depth of the neutral axis at section, then

M/I = E/R = Y/F
M/I = E/R = F/Y
I/M = R/E = F/Y
M/I = R/E = F/Y

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Theory of Structures
A body is said to be in equilibrium if

It moves vertically
None of these
It rotates about its C.G.
It moves horizontally

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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

Straight line
Parabola
Circle
Ellipse

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