Problem. On one side of the gate, water stands level with the top of a vertical rectangular gate 4 feet wide, 6 feet high, and hinged at the bottom. On the other side, water stands 2 feet below the top.
Problem. On one side of the gate, water stands level with the top of a vertical rectangular gate 4 feet wide, 6 feet high, and hinged at the bottom. On the other side, water stands 2 feet below the top.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![7:06 A
A O 16* .l ul 93%
docs.google.com/forms/d/e/1F/
5
BSCE CEM
Problem. On one side of the gate, water stands
level with the top of a vertical rectangular gate 4
feet wide, 6 feet high, and hinged at the bottom.
On the other side, water stands 2 feet below the
top.
rdcbasilio@bpsu.edu.ph (not shared)
Switch account
1. the hydrostatic force at the left
side of the gate is
20 points
a.) 1492.8 Ib.
b.) 2492.8 Ib.
c.) 3492.8 Ib.
O d.) 4492.8 lb.
2. The hydrostatic force at the right 20 points
side of the gate is
a.) 1996.8 Ib.
b.) 2996.8 Ib.
c.) 3996.8 Ib
d.) 4996.8 Ib.
+](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9c6a7caa-cac7-4b90-837f-a90bc0fc225a%2Fe7d82455-8945-494b-9eac-58f5dd2b40fa%2F1uoudwn_processed.jpeg&w=3840&q=75)
Transcribed Image Text:7:06 A
A O 16* .l ul 93%
docs.google.com/forms/d/e/1F/
5
BSCE CEM
Problem. On one side of the gate, water stands
level with the top of a vertical rectangular gate 4
feet wide, 6 feet high, and hinged at the bottom.
On the other side, water stands 2 feet below the
top.
rdcbasilio@bpsu.edu.ph (not shared)
Switch account
1. the hydrostatic force at the left
side of the gate is
20 points
a.) 1492.8 Ib.
b.) 2492.8 Ib.
c.) 3492.8 Ib.
O d.) 4492.8 lb.
2. The hydrostatic force at the right 20 points
side of the gate is
a.) 1996.8 Ib.
b.) 2996.8 Ib.
c.) 3996.8 Ib
d.) 4996.8 Ib.
+
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