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Theory of Structures

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

1.3
1.2
1.5
1.7

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

Method of joints
Method of sections
All of these
Graphical method

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Theory of Structures
An isolated load W is acting at a distance a from the left hand support, of a three hinged arch of span 2l and rise h hinged at the crown, the horizontal reaction at the support, is

Wa/h
Wa/2h
2W/ha
2h/Wa

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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 on removal of the load
It regains its original shape partially on removal of the load
None of these

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

Circle
Hyperbola
Parabola
Straight line

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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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