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Theory of Structures

Theory of Structures
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is

0.707
0.303
0.505
0.404

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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
411 N mm
711 N mm
611 N mm

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

Parabola
Straight line
Hyperbola
Circle

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Theory of Structures
Gradually applied static loads do not change with time their

Point of application
All of these
Direction
Magnitude

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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).

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

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Theory of Structures
The forces in the members of simple trusses, may be analysed by

Graphical method
Method of sections
All of these
Method of joints

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