1) 25l=25dm³
V=Abaza*h
Abaza=l²
Abaza=2500cm²=25dm²
h=25dm³/25dm²
h=1dm=0.1m
p=ρ*g*h
p=1000kg/m³*9.8N/kg*0.1m
p=980Pa
2) G=m*g⇒m=G/g
m=100N/10N/kg
m=10kg=10000g
Vcorp=m/ρ
Vcorp=10000g/7.8g/cm³
Vcorp=1282.05cm³=0.00128205m³
atunci cand corpul este complet scufundat in lichid
FAapa=ρ lichid*Vcorp*g
FAapa=800kg/m³*0.00128205m³*9.8N/kg
FAapa=100.51N
atunci cand corpul se gaseste in aer
G=Fe
FAaer=FAapa-Fe
FAaer=0.51N