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Theory of Structures

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

2.5
1.5
1.34
2.34

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Theory of Structures
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load l t per horizontal length is (where Ic is the M.I. at the crown, which varies as the slope of the arch).

50/EIc
100/EIc
200/EIc
150/EIc

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Theory of Structures
Pick up the incorrect statement from the following: The torsional resistance of a shaft is directly proportional to

Modulus of rigidity
Angle of twist
Reciprocal of the length of the shaft
Moment of inertia of the shaft section

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Theory of Structures
Stress may be expressed in Newtons

Per centimetre square (N/cm²)
Per millimetre square (N/mm²)
None of these
Per metre square (N/m2)

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

Magnitude
All of these
Point of application
Direction

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Theory of Structures
The load on a spring per unit deflection, is called

Proof stress
Proof resilience
Proof load
Stiffness

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