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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
Method of joints
Graphical method
All of these

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Theory of Structures
A shaft rotating N.R.M. under a torque T, transmits a power

/60 Newton metres/min
/30 Newton metres/sec
/30 Newton metres/min
/60 Newton metres/sec

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Theory of Structures
The equivalent length of a column of length L, having both the ends hinged, is

L
L/2
S
2L

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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/4
L/3
L/2
L/5

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

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Theory of Structures
If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,

All of these
Horizontal thrust is wl2/8h
S.F. will be zero throughout
B.M. will be zero throughout

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