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Theory of Structures

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

Straight line
Parabola
Hyperbola
Circle

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Theory of Structures
The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is

3F/2A
F/A
F/2A
2F/3A

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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
411 N mm
611 N mm

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Theory of Structures
A material is said to be perfectly elastic if

It does not regain its original shape at all
It regains its original shape partially on removal of the load
None of these
It regains its original shape on removal of the load

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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

ωl²/16h
ωl²/8h
ωl²/12h
ωl²/4h

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

Circle
Parabola
Straight line
Ellipse

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