P2.52 Example 2.5 calculated the force on plate AB and its line of action, using the moment-of-inertia approach. Some teachers say it is more instructive to calculate these 6 ft by direct integration of the pressure forces. 8 ft Using Figs. P2.52 and E2.5a, (a) find an expression Fig. P2.52 for the pressure variation p(5) along the plate; (b) integrate this pressure to find the total force F; (c) integrate the moments about point A to find the position of the center of pressure.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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P2.52 Example 2.5 calculated the force on
plate AB and its line of action, using the
А
moment-of-inertia approach. Some teachers
say it is more instructive to calculate these
6 ft
by direct integration of the pressure forces.
8 ft
B
Using Figs. P2.52 and E2.5a, (a) find an expression
Fig. P2.52
for the pressure variation p(5) along the plate;
(b) integrate this pressure to find the total force F;
(c) integrate the moments about point A to find the position of the center of pressure.
Transcribed Image Text:P2.52 Example 2.5 calculated the force on plate AB and its line of action, using the А moment-of-inertia approach. Some teachers say it is more instructive to calculate these 6 ft by direct integration of the pressure forces. 8 ft B Using Figs. P2.52 and E2.5a, (a) find an expression Fig. P2.52 for the pressure variation p(5) along the plate; (b) integrate this pressure to find the total force F; (c) integrate the moments about point A to find the position of the center of pressure.
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