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Theory of Structures

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

2.34
2.5
1.34
1.5

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

Direction
All of these
Point of application
Magnitude

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Theory of Structures
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be

w²a
wa²/27
wa²
wa/27

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

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

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Theory of Structures
A close coil helical spring when subjected to a moment M having its axis along the axis of the helix

Its mean diameter will decrease
It is subjected to pure bending
All of these
Its number of coils will increase

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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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