" Life is not a problem to be solved but a reality to be experienced! "
© Copyright 2013 - 2024 KUDO.TIPS - All rights reserved.
s= 30 m2
F=1.2MN.
ρ=1030 kg/m3
OBL h
cisnienie hydrostatyczne
p=ρgh ρ- gestosc g-przysp. ziemskie h-wysokosc slupa cieczy
F=ps=ρghs
h=F/ρgs=1,2*10⁶ /(1030 * 9,81 * 30)=1,2*10⁶ /303129=3,96m
ODP
h=3,96m
Pozdrawiam
Hans