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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
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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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. +
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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