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Vx = Vo cos α
= 100 . cos 30
= 100 . 1/2√3
= 50√3
Vy= 0 (karena titik tertinggi terhadap y --> Vy=0)
V = √Vx²+Vy²
= √Vx²+0²
= Vx
= 50√3
Ek = 1/2 mv² = 1/2. 0,02 . (50√3)² J
= 75J
b. Ek saat keluar laras :
Ek = 1/2 mV₀² = 1/2 . (0,02 kg) (100)² m²/s²
= 100 J
c. Ek saat menyentuh tanah = Ek saat keluar laras = 100 J
3. usaha pada benda diketinggian = Ep
Sehingga besar usaha = perubahan Ep.
Ep₂ = mgh₂
Ep₁ = mgh₁
ΔEp = Ep₂ - Ep₁
ΔEp = mgh₂ - mgh₁
= mg (h₂-h₁)
= 2.10 (2-10)
= 2.10.(-8)
= -160J
5. Pers h(t) gerak vertikal
h(t) = Vo.t-1/2gt²
h(2) = 40.2 - 1/2 .10.2²
= 80 -20
= 60m
h(5) = 40.5 - 1/2.10.5²
= 200 -125
= 75m
Ep(2s) : Ep(5s) = mgh(2) : mgh(5)
= 2 : 5