2
PENENTUAN TITIK BERAT
X = 290 cm 3
2
73 cm
X = 3,973 cm
Y = F1.Y1 + F2.Y2 + F3.Y3
∑F
2
2
2
Y = 9 cm . 9 cm + 24 cm . 6 cm + 40 cm . 2 cm
2
73 cm
3
Y = 81 cm + 144 cm + 80 cm
3
3
73 m 2
Y = 305 m
3
73 m
2
Y = 4,178 m
Letak koordinat titik berat Zo (3,973:4,178) m.
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