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3-5.16. The forces acting.on a 1-ft length of a dam are shown in Fig. P-3-5.16 (p. 96). The upward ground reaction varies uniformly from an intensity the horizontal resistance to sliding. of PA lb/ft at A to PR lb/ft at B. Determine p, and pg and also

3-5.16. The forces acting.on a 1-ft length of a dam are shown in Fig. P-3-5.16 (p. 96). The upward ground reaction varies uniformly from an intensity the horizontal resistance to sliding. of PA lb/ft at A to PR lb/ft at B. Determine p, and pg and also

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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3-5.16. The forces acting.on a 1-ft length of a dam are shown in Fig. P-3-5.16 (p. 96). The upward ground reaction varies. uniformly from an intensity of the horizontal resistance to sliding. PA lb/ft at A to PR lb/ft at B. Determine p, and pg and also
Transcribed Image Text:3-5.16. The forces acting.on a 1-ft length of a dam are shown in Fig. P-3-5.16 (p. 96). The upward ground reaction varies. uniformly from an intensity of the horizontal resistance to sliding. PA lb/ft at A to PR lb/ft at B. Determine p, and pg and also
W=24,000 tb p-10,000 lb F= 6000 lb 6' 609 18' B. Figure P-3-5,16
Transcribed Image Text:W=24,000 tb p-10,000 lb F= 6000 lb 6' 609 18' B. Figure P-3-5,16
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