C5-97 A rectangular gate holds back water (y= 62.4 lb/ft) as shown in Fig. P5-97. The gate is 10 ft high and 8 ft wide and is pivoted at a point 4.5 ft from its bot- tom edge. When the water level is...


C5-97 A rectangular gate holds back water (y=<br>62.4 lb/ft) as shown in Fig. P5-97. The gate is 10 ft high<br>and 8 ft wide and is pivoted at a point 4.5 ft from its bot-<br>tom edge. When the water level is sufficiently low, the gate<br>rests against the stop at C and does not touch the stop at<br>A. When the water level is sufficiently high, the gate presses<br>against the stop at A and does not touch the stop at C.<br>Plot FA, FBx, and Fe, the horizontal components of the<br>forces at the two stops and the pivot, as a function of<br>the water depth h (5shs 35 ft).<br>5.5 ft<br>B<br>4.5 ft<br>

Extracted text: C5-97 A rectangular gate holds back water (y= 62.4 lb/ft) as shown in Fig. P5-97. The gate is 10 ft high and 8 ft wide and is pivoted at a point 4.5 ft from its bot- tom edge. When the water level is sufficiently low, the gate rests against the stop at C and does not touch the stop at A. When the water level is sufficiently high, the gate presses against the stop at A and does not touch the stop at C. Plot FA, FBx, and Fe, the horizontal components of the forces at the two stops and the pivot, as a function of the water depth h (5shs 35 ft). 5.5 ft B 4.5 ft

Jun 10, 2022
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