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= 1000 kg . 9.8
= 9.800 N
F2 . A1= F1 . A2
9.800 . 0.02 = F2 . 0.2
F2 = 980 N
F1 = Gaya di penampang kecil (N)
F2= Gaya di penampang besar (N)
A1= Luas penampang kecil (m2)
A2= Luas penampang besar (m2)