FE Civil Exam Prep 45, Hydrostatic Pressure on Submerged Surfaces

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FE Civil Exam Prep 45, Hydrostatic Pressure on Submerged Surfaces

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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: - The resultant hydrostatic force on a submerged plane is calculated using the pressure at the area's centroid. - The center of pressure, where the resultant force acts, is always located at a point deeper than the centroid of the area. - How to distinguish between vertical depth (h_c) and inclined distance (y_c) to the centroid, a common source of error on the exam. - For curved surfaces, forces must be resolved into separate horizontal and vertical components for analysis. - The vertical force component on a submerged curved surface is equal to the weight of the fluid column directly above it. 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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