7:06 AA O 16* .l ul 93%docs.google.com/forms/d/e/1F/5BSCE CEMProblem. On one side of the gate, water standslevel with the top of a vertical rectangular gate 4feet wide, 6 feet high, and hinged at the bottom.On the other side, water stands 2 feet below thetop.rdcbasilio@bpsu.edu.ph (not shared)Switch account1. the hydrostatic force at the leftside of the gate is20 pointsa.) 1492.8 Ib.b.) 2492.8 Ib.c.) 3492.8 Ib.O d.) 4492.8 lb.2. The hydrostatic force at the right 20 pointsside of the gate isa.) 1996.8 Ib.b.) 2996.8 Ib.c.) 3996.8 Ibd.) 4996.8 Ib.+

solution Given height of plate h=6feet and width of the plate b=4feetahydrostatic force on lest side…

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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

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.
+

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