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luas penampang=5,6 mm^2= 56x10^-7 m^2
R=(2,8X10^-8) x 2000
56x10^-7
=5600x10^-8 =10
56x10^-7
2) R.SERI=R1+R2+...+R20
=300+300+...+300=6000
R.PARALEL=1/R1+1/R2+...+1/R20
=1/300+1/300...+1/300=20/300=1/15