Given, the length of both the wires is 0.25 cm, the initial length of the steel and the brass wire is 1.5 m and 1.0 m respectively. Also the Young’s modulus of steel is 2.0× 10 11 Pa.
The arrangement of the given system is shown in the figure below,
The total force acting on the steel wire in the loaded condition is,
F 1 =( 4 kg+6 kg )×9.81 m/ s 2 =98.1 N
Let L 1 be the length of the steel wire, d be the diameter of the steel wire, Δ L 1 be the change in the length of the wire and F 1 be the given load on the steel wire.
The Young’s modulus of the steel wire is,
Y 1 = 4 F 1 L 1 π d 2 Δ L 1 Δ L 1 = 4 F 1 L 1 π d 2 Y 1
Substituting the values in the above equation, we get:
Δ L 1 = 4( 98.1 N )( 1.5 m ) π ( 0.25× 10 −2 m ) 2 ( 2.0× 10 11 Pa ) =1.5× 10 −4 m
Hence, the elongation in the steel wire is 1.5× 10 −4 m.
Let L 2 be the length of the brass wire, d be the diameter of the brass wire, Δ L 2 be the change in the length of the wire and F 2 be the given load on brass wire.
The given load on brass wire is,
F 2 =6 kg×9.81 m/ s 2 =58.86 N
The Young’s modulus of the brass wire is,
Y 2 = 4 F 2 L 2 π d 2 Δ L 2 Δ L 2 = 4 F 2 L 2 π d 2 Y 2
Substituting the values in the above equation, we get:
Δ L 2 = 4( 58.86 N )( 1 m ) π ( 0.25× 10 −2 m ) 2 ( 0.91× 10 11 Pa ) =1.3× 10 −4 m
Hence, the elongation in the brass wire is 1.3× 10 −4 m.