『FE Civil Exam Prep 70, Lateral Earth Pressure, Bearing Capacity, Slope Stability』のカバーアート

FE Civil Exam Prep 70, Lateral Earth Pressure, Bearing Capacity, Slope Stability

FE Civil Exam Prep 70, Lateral Earth Pressure, Bearing Capacity, Slope Stability

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This podcast is made by Ran Chen, who holds an EA license, Insurance and Securities licenses (Series 6, 63, 65), and the CFP® designation. He is passionate about opening access to high-quality exam preparation resources and helping learners prepare more effectively for professional certification exams. In this episode you will learn: - How to differentiate between at-rest (K_0), active (K_a), and passive (K_p) lateral earth pressures and select the correct formula. - A mnemonic to remember that active pressure (wall moves Away) is smaller than passive pressure (wall Pushes). - How to apply Terzaghi's ultimate bearing capacity equation and find the N-factors in the NCEES Handbook. - The most common exam trap for bearing capacity calculations: inconsistent units for soil weight and footing dimensions. - Why slope stability questions on the FE exam focus on the conceptual Factor of Safety rather than complex calculations. For more free exam prep tools, practice questions, and AI-powered explanations, visit https://open-exam-prep.com/ or YouTube Channel: https://www.youtube.com/@Open-exam-prep
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