Magnetic Force on a Current-Carrying Wire — Question 4

Section 28-7 · Physics pages 4598–4599

Question 4 A bent wire in a uniform field has the same net force as its endpoint displacement A wire carries current I from A=(0,0) to B=(L,H) through a right-angle bend in the xy plane. The applied field is uniform B0ˆz. ∆⃗r A B L H Schematic; labels, not drawing lengths, specify the data. (a) Integrate the force along the path and compare it with the force on a straight wire between the same endpoints. (b) For I=2.00 A, L=.300 m, H=.200 m and B0=.500 T, find the net force vector.
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Question 4 - Solution A bent wire in a uniform field has the same net force as its endpoint displacement ∆⃗r A B L H (a) Method and calculation⃗ F = I ∫B A d⃗ℓ×⃗B = I(⃗rB −⃗rA) ×⃗B.⃗ F = IB0(Hˆx −Lˆy), independent of path shape for uniform⃗B. (b) Interpretation and further calculation Fx = IB0H = (2)(.500)(.200) = .200 N. Fy = −IB0L = −(2)(.500)(.300) = −.300 N. Physical check Using the total wire length in ILB would discard the changing force direction along the bend.

Question 4

A bent wire in a uniform field has the same net force as its endpoint displacement

A wire carries current I from A=(0,0) to B=(L,H) through a right-angle bend in the xy plane. The applied field is uniform B0ẑB_0\hat z.

Diagram shown in the original SVG worksheet.

  1. Integrate the force along the path and compare it with the force on a straight wire between the same endpoints.

  2. For I=2.00 A, L=.300 m, H=.200 m and B0=.500 T, find the net force vector.

Question 4 - Solution

A bent wire in a uniform field has the same net force as its endpoint displacement

Diagram shown in the original SVG worksheet.

(a) Method and calculation

F→=I∫ABdℓ→×B→=I(r→B−r→A)×B→.\vec F=I\int_A^B d\vec\ell\times\vec B=I(\vec r_B-\vec r_A)\times\vec B.F→=IB0(Hx̂−Lŷ),independent of path shape for uniform B→.\vec F=IB_0(H\hat x-L\hat y),\quad\text{independent of path shape for uniform }\vec B.

(b) Interpretation and further calculation

Fx=IB0H=(2)(.500)(.200)=.200N.F_x=IB_0H=(2)(.500)(.200)=.200\,\mathrm N.Fy=−IB0L=−(2)(.500)(.300)=−.300N.F_y=-IB_0L=-(2)(.500)(.300)=-.300\,\mathrm N.

Physical check

Using the total wire length in ILB would discard the changing force direction along the bend.