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Theory of Structures

Theory of Structures
In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is

L/4
L/5
L/2
L/3

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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

e²l²/3d²
el²/3d²
el/2d
ee²l/3d²

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Theory of Structures
A short column (30 cm × 20 cm) carries a load P 1 at 4 cm on one side and another load P2at 8 cm on the other side along a principal section parallel to longer dimension. If the extreme intensity on either side is same, the ratio of P1 to P2 will be

5/8
2/3
8/5
3/2

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

Method of sections
All of these
Graphical method
Method of joints

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Theory of Structures
A composite beam is composed of two equal strips one of brass and other of steel. If the temperature is raised

Brass experiences compressive force
All of these
Composite beam gets subjected to a couple
Steel experiences tensile force

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Theory of Structures
For the close coil helical spring of the maximum deflection is

8WD3n/d4N
2WD3n/d4N
WD3n/d4N
4W²D3n/d4N

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