१. Castigliano's theorem fall under the category of
- Displacement method
- equilibrium method
- Force method
- Stiffness method
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२. If a moment M is applied to the hinged end of a prismatic propped cantilever, then moment at the fixed end will be
- M
- M/2
- M/3
- M/4
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३. Flexibility coefficient for shaft of length L and torsional rigidity GJ under torsion at mid point will be
- L2/6GJ
- L/2GJ
- L/3GJ
- L/GJ
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४. The shape of influence line diagram for maximum bending moment in a simply supported beam is
- Rectangular
- triangular
- parabolic
- circular
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५. If a sag of the cables suspended between two points subjected to a temperature rise t ͦ C, then horizontal component of tension in the cable will
- Increase
- decrease
- remain same
- become zero
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