A trough is full of liquid of weight density 9,000 N/m³. The ends of the trough are equilateral triangles with sides 2 m long and with vertex at the bottom. Setup the integral for the force on one end of the trough. (Hint: Put the bottom of the trough along the x-axis.) A B D 00√3√³ (√3-y) ydy of (√3y-y²) dy 6000√3 (√3y-y2) dy 9000 00/(√3-y)ydy 4500 0
A trough is full of liquid of weight density 9,000 N/m³. The ends of the trough are equilateral triangles with sides 2 m long and with vertex at the bottom. Setup the integral for the force on one end of the trough. (Hint: Put the bottom of the trough along the x-axis.) A B D 00√3√³ (√3-y) ydy of (√3y-y²) dy 6000√3 (√3y-y2) dy 9000 00/(√3-y)ydy 4500 0
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter1: Introduction To Statics
Section: Chapter Questions
Problem 1.20P: Find the elevation h (km) where the weight of an object is one-tenth its weight on the surface of...
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A trough is full of liquid of weight density 9,000 N/m3. The ends of the trough are equilateral triangles with sides 2 m long and with vertex at the bottom. Setup the integral for the force on one end of the trough. (Hint: Put the bottom of the trough along the x-axis.)
![A trough is full of liquid of weight density 9,000 N/m³. The ends of the trough are equilateral triangles with sides 2 m long and
with vertex at the bottom. Setup the integral for the force on one end of the trough. (Hint: Put the bottom of the trough along the
x-axis.)
√3
A
3000√3
(√3-y)ydy
1
(B 9000
of (√3y-y²) dy
0
Ⓒ6000√/3³ (√3y-y²) dy
0
Ⓒ 2500 / (√3-y)ydy
D](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fe3857e84-916d-4d4a-8cd4-fe407d56f847%2F3fb53ab1-4897-43c7-a180-05dd8d5f1c40%2Faetjw8h_processed.png&w=3840&q=75)
Transcribed Image Text:A trough is full of liquid of weight density 9,000 N/m³. The ends of the trough are equilateral triangles with sides 2 m long and
with vertex at the bottom. Setup the integral for the force on one end of the trough. (Hint: Put the bottom of the trough along the
x-axis.)
√3
A
3000√3
(√3-y)ydy
1
(B 9000
of (√3y-y²) dy
0
Ⓒ6000√/3³ (√3y-y²) dy
0
Ⓒ 2500 / (√3-y)ydy
D
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