quaITONPROBLEM 3: The L-shaped retaining wall shown retains soll on the right side and water on the left side is to be analyzed. Fluid pressure is shown with bottom pressure equal to P acting on the left side of the wall. Soll pressure is alsoshown with bottom pressures P2 and Py, acting on the right sides of the wall. Trapessidal uplift pressure due to seepage is acting at the bottom of the wall with pressure P4 on the side of the water (on point A) and Pyon point. Thehorisontal part of the wall is also subjected to the weight of the soll above it with magnitude Pg. The wall is made of concrete with unit weight 23.5 km²³. Assume 1 meter width for the analysis and include the self-weight of thestructure.PUPPKYTTTesc-bimd=1&n6-34mGhoursP-20254²CHAN -UET SE EN PLPJ-374²-Prs = 6.070 AP2% (N)PB-115243P₁*R*3Cathefing on the cuDiction angle with respect to horizontalTWEEN THoncursSTT TESTUIN SATIL SIKDO NOT INCLUDE NEGATIVE SIGNS IN YOUR ANSWERSCall the magnitude and location of the resultant of upilit pressuMagnusLocation from pohontal distance from point. A) = ||decal plabSENAIRESP₁placTTO! UPUSATLAHYpicsLocational distance from point med along the baT4B-P₁P₂2de placdecal placesP3dmusedecplac

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Civil Engineering

SEMENYBAN SOS SANTON the magnitude and location of the f ma

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter12: Lateral Earth Pressure

Section: Chapter Questions

Problem 12.13P

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Question

quaITON
PROBLEM 3: The L-shaped retaining wall shown retains soll on the right side and water on the left side is to be analyzed. Fluid pressure is shown with bottom pressure equal to P acting on the left side of the wall. Soll pressure is also
shown with bottom pressures P2 and Py, acting on the right sides of the wall. Trapessidal uplift pressure due to seepage is acting at the bottom of the wall with pressure P4 on the side of the water (on point A) and Pyon point. The
horisontal part of the wall is also subjected to the weight of the soll above it with magnitude Pg. The wall is made of concrete with unit weight 23.5 km²³. Assume 1 meter width for the analysis and include the self-weight of the
structure.
PUP
P
KYTT
Tes
c-bim
d=1&n
6-34m
Ghours
P-20254²
CHAN -
UET SE EN PL
PJ-374²
-
Prs = 6.070 AP2% (N)
PB-115243
P₁
*R*
3
Cathefing on the cu
Diction angle with respect to horizontal
TWEEN TH
oncurs
STT TESTUIN SA
TIL SIK
DO NOT INCLUDE NEGATIVE SIGNS IN YOUR ANSWERS
Call the magnitude and location of the resultant of upilit pressu
Magnus
Location from pohontal distance from point. A) = ||
decal pla
b
SENAIRES
P₁
plac
TTO! UPUSAT
LAHY
pics
Locational distance from point med along the ba
T
4
B
-P₁
P₂
2de plac
decal places
P3
d
musedecplac

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