9, = 18 kPa H = 3 m Ysar = 18 kN/m3 %3D O= 25° H2 =4.5 m Ysat = 19.5 kN/m3 %3D O' = 30° %3D
9, = 18 kPa H = 3 m Ysar = 18 kN/m3 %3D O= 25° H2 =4.5 m Ysat = 19.5 kN/m3 %3D O' = 30° %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Compute for the following:
a) The total active force on the wall in kN
b) The total active moment at the bottom of the wall in kN-m
c) Required passive force to maintain equilibrium in kN
d) Theoretical passive force in kN
e) total theoretical passive moment at the bottom of the wall in kN-m
Transcribed Image Text:below the top of the wall.
9, = 18 kPa
%3D
TTTTTT
H =3 m
Ysar = 18 kN/m3
%3D
O= 25°
H2 = 4.5 m
Ysar = 19.5 kN/m3
%3D
O' = 30°
%3D
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