3-5.16. The forces acting.on a l-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 Ib/ft at A to pg lb/ft at B. Determine p, and pg and also

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Chapter2: Loads On Structures
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3-5.16. The forces acting.on a l-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 pa lb/ft at A to p, lb/ft at B. Determine p, and Pg and also
the horizontal resistance to sliding:
Transcribed Image Text:3-5.16. The forces acting.on a l-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 pa lb/ft at A to p, lb/ft at B. Determine p, and Pg and also the horizontal resistance to sliding:
24,000
W= 24,000 lb
P= 10,000 Ib
F = 6000 Ib
6'
A
18'
Figure P-3-5,16
Transcribed Image Text:24,000 W= 24,000 lb P= 10,000 Ib F = 6000 Ib 6' A 18' Figure P-3-5,16
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