I’ve yet to find a helpful diagram on this which surprises me because it is so vivid in my memory from structure class. As best I can explain it’s pressure = 1/2bh^2. The diagram is the cross section of the retaining wall; and the forces create a right triangle - with the greatest force at the base. You’re taking the area of this triangle. In this example the 40’ doesn’t matter.
Related topics
| Topic | Replies | Views | Activity | |
|---|---|---|---|---|
| ARE Hotline: PPD | 8 | 1019 | September 16, 2020 | |
| F=p/A Questions | 7 | 680 | June 21, 2021 | |
| PPD | Understanding Structural Systems and Seismic Impact of Design [Exercise B] | 4 | 46 | March 8, 2026 | |
| P&A Practice Exam 3 Case Study 2 Question 68 | 5 | 566 | February 17, 2021 | |
| ARE Live: Project Development & Documentation | 175 | 3324 | October 22, 2025 |