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

Structural Analysis
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Chapter2: Loads On Structures
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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
Transcribed Image 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
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