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Theory of Structures

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

Method of sections
All of these
Method of joints
Graphical method

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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
Ellipse
Parabola
Circle

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Theory of Structures
constant, depth of a cantilever of length of uniform strength loaded with Keeping breadth uniformly distributed load varies from zero at the free end and

w l) at the fixed end
3w l at the fixed end
l) at the fixed end
2w w l at the fixed end

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Theory of Structures
A steel rod 1 metre long having square cross section is pulled under a tensile load of 8 tonnes. The extension in the rod was 1 mm only. If Esteel = 2 × 106 kg/cm², the side of the rod, is

1.5 cm
2 cm
2.5 cm
1 cm

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

1.7
1.3
1.5
1.2

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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

W²L/2AE
WL/AE
WL/2AE
W²L/AE

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