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Typical force ratios for a gravity dam are about 2 for overturning and 1.2 to 1.5 for sliding. these requirements are met on the dam in fig., assume a coefficient of friction of 0.7, a 34 Gall untia Co

Typical force ratios for a gravity dam are about 2 for overturning and 1.2 to 1.5 for sliding. these requirements are met on the dam in fig., assume a coefficient of friction of 0.7, a 34 Gall untia Co

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
V Example (3): Typical force ratios for a gravity dam are about 2 for overturning and 1.2 to 1.5 for sliding. Determine if these requirements are met on the dam in fig, assume a coefficient of friction of 0.7, a specific gravity for concrete of 2.4, full uplift forces on the dam base, and neglect earthquake and sedimentation force, (free board is Im)?
Transcribed Image Text:V Example (3): Typical force ratios for a gravity dam are about 2 for overturning and 1.2 to 1.5 for sliding. Determine if these requirements are met on the dam in fig, assume a coefficient of friction of 0.7, a specific gravity for concrete of 2.4, full uplift forces on the dam base, and neglect earthquake and sedimentation force, (free board is Im)?
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