Key relationship
Uwire=½FΔL=F²L/(2AY); beam δ=FL³/(48YIsection); Isection=bd³/12; Ubeam=½Fδ.
Physics · Class 11
Mechanical Properties of Solids
The force rises from zero as a wire extends or a beam bends, so stored work is half final force times deflection. Beam geometry enters through its cross-section second moment: greater depth sharply reduces bending.
Open the interactive experiment →மீள்தன்மை கம்பியில் சேமிக்கப்பட்ட ஆற்றல் ½FΔL. சட்டத்தின் தடிமன் அதிகரித்தால் வளைவு குறையும்.
Uwire=½FΔL=F²L/(2AY); beam δ=FL³/(48YIsection); Isection=bd³/12; Ubeam=½Fδ.
The force rises from zero as a wire extends or a beam bends, so stored work is half final force times deflection. Beam geometry enters through its cross-section second moment: greater depth sharply reduces bending.
The material modulus alone does not specify the stiffness of a wire or beam.
Compare a uniform tensile wire and a separate simply supported rectangular beam loaded at its centre. Linear elasticity and small beam deflection; shear deformation and material yield are excluded.
Compute elastic energy and compare axial stiffness with beam bending geometry.
Try both scenarios, change one control, and predict the result before checking the graph and readouts.
Change one input while keeping the others fixed, as you would in a controlled experiment.
The wire at 100 N extends 0.001 m and stores 0.05 J. A 2 m simply supported beam 50 mm wide and 100 mm deep with Y=200 GPa bends 0.00002 m and stores 0.001 J under the same centre load.
The model connects store energy in a wire and beam with an observable reading. Check the equation and assumptions before applying it.
SI units · algebra · graph reading
If load doubles on the same elastic wire, how does stored energy change?
Extension doubles and U=½FΔL therefore multiplies by four.
Course connection: Class XI Chapter 8. Consult the roadmap for CBSE, NEET, JEE Main and Advanced scope.