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...


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

Extracted 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<br>p-10,000 lb<br>F= 6000 lb<br>6'<br>609<br>18'<br>B.<br>Figure P-3-5,16<br>

Extracted text: W=24,000 tb p-10,000 lb F= 6000 lb 6' 609 18' B. Figure P-3-5,16

Jun 11, 2022
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