Homework Help is Here – Start Your Trial Now!
Engineering
Civil Engineering
DO NOT INCLUDE NEGATIVE SIGNS IN YOUR ANSWERS Calculate the magnitude and location of the resultant of uplift pressure. 1. Magnitude = [UF] KN use 3 decimal places 2. Location from point A (horizontal distance from point A) = [DA] m use 2 decimal places

DO NOT INCLUDE NEGATIVE SIGNS IN YOUR ANSWERS Calculate the magnitude and location of the resultant of uplift pressure. 1. Magnitude = [UF] KN use 3 decimal places 2. Location from point A (horizontal distance from point A) = [DA] m use 2 decimal places

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
See similar textbooks
icon
Related questions
Question

show systematic solution

PROBLEM 2: The L-shaped retaining wall shown retains soil on the right side and water on the left side is to be analyzed. Fluid pressure is shown with bottom pressure equal to P₁ acting on the left side of the wall. Soil pressure is also shown with bottom pressures P2 and P3, acting on the right sides of the wall. Trapezoidal 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 P5 on point B. The horizontal part of the wall is also subjected to the weight of the soil above it with magnitude P6. The wall is made of concrete with unit weight 23.5 kN/m³. Assume 1 meter width for the analysis and include the self-weight of the structure. NOT TO BE UPLOADED OF SHARED TO ANY TUTORIAL SITES OR GROUPS e TO BE UPLO SHARED TO ANY TUTORIAL SITES OR GROUPS USCE EXG2018 A23 P₁ NOT TO BE UPLOADED OR SHARED TO ANY TUTORIAL SITES OR GROUPS UST CE ENG2018 AY2223 P4 a = 1.6 m b = 5.6 m c = 6.5 m d = 1.5 m e = 3.6 m P₁ = 35.316 kPa (kN/m²) a P₂ = 48.8 kPa (kN/m²) P3 = 57.6 kPa (kN/m²) P4 = 28.2528 kPa (kN/m²) P5 = 7.0832 kPa (kN/m²) Pa = 117 kPa (kN/m²) AY2223 b NOT TO BE UPLOADED OR SHARED TO ANY TUTORIAL SITES OR GROUPS UST CE ENG2018 AY2223 NOT TO BE UPLOADED OR SHARED TO ANY TUTORIAL SITES OR GROUPS UST CE ENG2018 AY2223 P₂ NOT TO BE UPLOADED OR SHARED TO ANY TUTORIAL SITES OF GROUPS UST CE ENG2018 AY2223 NOT TO BE UPLOADED OF SHARED TO ANY TUTORIAL SITES OR GROUPS USTICE ENG2018 AY2223 NOTITO BE UPLOADED OR SHARED TO ANY TUTORIAL SITES OR GROUPS USTIPENG2018 AY2223 P₂ B P5 P3 d
Transcribed Image Text:PROBLEM 2: The L-shaped retaining wall shown retains soil on the right side and water on the left side is to be analyzed. Fluid pressure is shown with bottom pressure equal to P₁ acting on the left side of the wall. Soil pressure is also shown with bottom pressures P2 and P3, acting on the right sides of the wall. Trapezoidal 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 P5 on point B. The horizontal part of the wall is also subjected to the weight of the soil above it with magnitude P6. The wall is made of concrete with unit weight 23.5 kN/m³. Assume 1 meter width for the analysis and include the self-weight of the structure. NOT TO BE UPLOADED OF SHARED TO ANY TUTORIAL SITES OR GROUPS e TO BE UPLO SHARED TO ANY TUTORIAL SITES OR GROUPS USCE EXG2018 A23 P₁ NOT TO BE UPLOADED OR SHARED TO ANY TUTORIAL SITES OR GROUPS UST CE ENG2018 AY2223 P4 a = 1.6 m b = 5.6 m c = 6.5 m d = 1.5 m e = 3.6 m P₁ = 35.316 kPa (kN/m²) a P₂ = 48.8 kPa (kN/m²) P3 = 57.6 kPa (kN/m²) P4 = 28.2528 kPa (kN/m²) P5 = 7.0832 kPa (kN/m²) Pa = 117 kPa (kN/m²) AY2223 b NOT TO BE UPLOADED OR SHARED TO ANY TUTORIAL SITES OR GROUPS UST CE ENG2018 AY2223 NOT TO BE UPLOADED OR SHARED TO ANY TUTORIAL SITES OR GROUPS UST CE ENG2018 AY2223 P₂ NOT TO BE UPLOADED OR SHARED TO ANY TUTORIAL SITES OF GROUPS UST CE ENG2018 AY2223 NOT TO BE UPLOADED OF SHARED TO ANY TUTORIAL SITES OR GROUPS USTICE ENG2018 AY2223 NOTITO BE UPLOADED OR SHARED TO ANY TUTORIAL SITES OR GROUPS USTIPENG2018 AY2223 P₂ B P5 P3 d
DO NOT INCLUDE NEGATIVE SIGNS IN YOUR ANSWERS Calculate the magnitude and location of the resultant of uplift pressure. 1. Magnitude = [UF] KN use 3 decimal places 2. Location from point A (horizontal distance from point A) = [DA] m use 2 decimal places
Transcribed Image Text:DO NOT INCLUDE NEGATIVE SIGNS IN YOUR ANSWERS Calculate the magnitude and location of the resultant of uplift pressure. 1. Magnitude = [UF] KN use 3 decimal places 2. Location from point A (horizontal distance from point A) = [DA] m use 2 decimal places
Expert Solution
trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 2 steps with 1 images

SEE SOLUTIONCheck out a sample Q&A here
Blurred answer
Knowledge Booster
Analysis of slopes
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Similar questions
  • SEE MORE QUESTIONS
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning
SEE MORE TEXTBOOKS