The figure below shows a rectangular gate holding sea water behind it (sg = 1.08). If the water is 18.00 ft deep, (Part a) compute the magnitude (in lb) and (Part b) determine the location of the resultant force on the gate. (Report the location to three decimal places).

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
icon
Related questions
Question
100%
The figure below shows a rectangular gate holding sea water behind it (sg = 1.08). If the water is 18.00 ft deep, (Part a) compute the magnitude (in lb) and (Part b) determine the location of the resultant force on the gate. (Report the location to three decimal places).
The figure below shows a rectangular gate holding sea water behind it (sg = 1.08). If the water is
18.00 ft deep, (Part a) compute the magnitude (in lb) and (Part b) determine the location of the
resultant force on the gate. (Report the location to three decimal places).
Sea Water
18 ft
11 ft
Gate is 4 feet wide
Rectangular gate
Transcribed Image Text:The figure below shows a rectangular gate holding sea water behind it (sg = 1.08). If the water is 18.00 ft deep, (Part a) compute the magnitude (in lb) and (Part b) determine the location of the resultant force on the gate. (Report the location to three decimal places). Sea Water 18 ft 11 ft Gate is 4 feet wide Rectangular gate
Expert Solution
Introduction

Objectives:

  • Determine the magnitude of the hydrostatic force acting on the gate
  • Determine the location of the resultant hydrostatic force on the gate

Given:

Specific gravity of seawater (sg) = 1.08

Depth of water (D) = 18 ft

Depth of top of the gate from free surface (H) = 11 ft

Height of the gate (h) = 7 ft

Width of the gate (b) = 4 ft

 

The magnitude of the resultant force on the gate (FR) can be expressed as:

FR=γseawaterhA

here,

γseawater: specific unit of seawater

h: depth of centroid of the gate from free surface=H+h2

A: surface area of the gate

 

The location of the resultant from the free surface (h*) can be expressed as:

h*=IGAh+h

here,

IG: moment of inertia of the gate=b×h312

trending now

Trending now

This is a popular solution!

steps

Step by step

Solved in 4 steps

Blurred answer
Knowledge Booster
Hydrostatic forces
Learn more about
Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.
Recommended textbooks for you
Structural Analysis
Structural Analysis
Civil Engineering
ISBN:
9781337630931
Author:
KASSIMALI, Aslam.
Publisher:
Cengage,
Structural Analysis (10th Edition)
Structural Analysis (10th Edition)
Civil Engineering
ISBN:
9780134610672
Author:
Russell C. Hibbeler
Publisher:
PEARSON
Principles of Foundation Engineering (MindTap Cou…
Principles of Foundation Engineering (MindTap Cou…
Civil Engineering
ISBN:
9781337705028
Author:
Braja M. Das, Nagaratnam Sivakugan
Publisher:
Cengage Learning
Fundamentals of Structural Analysis
Fundamentals of Structural Analysis
Civil Engineering
ISBN:
9780073398006
Author:
Kenneth M. Leet Emeritus, Chia-Ming Uang, Joel Lanning
Publisher:
McGraw-Hill Education
Sustainable Energy
Sustainable Energy
Civil Engineering
ISBN:
9781337551663
Author:
DUNLAP, Richard A.
Publisher:
Cengage,
Traffic and Highway Engineering
Traffic and Highway Engineering
Civil Engineering
ISBN:
9781305156241
Author:
Garber, Nicholas J.
Publisher:
Cengage Learning