3.54 only, please complete diagram if possible, thanks! 20-m long. Determine the resultant force of the water pressure actifig oh the dam.6 m8m750 N/m5 m6 MN/m4 MN/m312 N/m2499 N/m20 12 m1217 N/m2Fig. P3.53Fig. P3.544 m3-54 The water pressure acting on a masonry dam varies as shown. If the dam is20 ft wide, determine the resultant force of the water pressure acting on the dam.2.5m3-55 The concrete pier is subjected to soil pressure that causes the line loadsshown. Determine the resultant of the loading and find the y-coordinate of thepoint where the resultant crosses the y-axis.8 MN/mFig. P3-5512m|-7.5 m-

Answered: -6 m- B 8 m -750 N/m2 5 m 7.5 m 12 m

Engineering

Mechanical Engineering

-6 m- B 8 m -750 N/m2 5 m 7.5 m 12 m

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter8: Centroids And Distributed Loads

Section: Chapter Questions

Problem 8.122P: The 12-ft wide quarter-circular gate AB is hinged at A. Determine the contact force between the gate...

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Question

3.54 only, please complete diagram if possible, thanks!

20-m long. Determine the resultant force of the water pressure actifig oh the dam.
6 m
8m
750 N/m
5 m
6 MN/m
4 MN/m
312 N/m2
499 N/m2
0 12 m
1217 N/m2
Fig. P3.53
Fig. P3.54
4 m
3-54 The water pressure acting on a masonry dam varies as shown. If the dam is
20 ft wide, determine the resultant force of the water pressure acting on the dam.
2.5m
3-55 The concrete pier is subjected to soil pressure that causes the line loads
shown. Determine the resultant of the loading and find the y-coordinate of the
point where the resultant crosses the y-axis.
8 MN/m
Fig. P3-55
12m
|-7.5 m-

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