EBK NUMERICAL METHODS FOR ENGINEERS
EBK NUMERICAL METHODS FOR ENGINEERS
7th Edition
ISBN: 9780100254145
Author: Chapra
Publisher: YUZU
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Chapter 1, Problem 9P

A storage tank contains a liquid at depth y, where y = 0 when the tank is half full. Liquid is withdrawn at a constant low rate Q to meet demands. The contents are resupplied at a sinusoidal rate 3 Q sin 2 ( t ) .

Chapter 1, Problem 9P, A storage tank contains a liquid at depth y, where y=0 when the tank is half full. Liquid is

FIGURE P1.9

Equation (1.13) can be written for this system as

d ( A y ) d t = 3 Q sin 2 ( t ) Q ( change in volume ) = ( inflow ) ( outflow )

or, since the surface area A is constant

d y d t = 3 Q A sin 2 ( t ) Q A

Use Euler's method to solve for the depth y from t = 0 to 10 d with a step size of 0.5 d. The parameter values are A = 1250  m 2  and  Q = 450  m 3 /d . Assume that the initial condition is y = 0 .

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A tensile specimen made of hot-rolled AISI 1020 steel is loaded to point corresponding to a strain of 43%. 60 Su = 66 ksi Stress σ (ksi) 20 Sy = 39 ksi Se = 36 ksi Hot-rolled 1020 steel F 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 Strain € (%) 0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 Area ratio R 0.1 0.2 0.3 0.4 0.5 Area reduction A, What value of area reduction is applicable to this location? 0.6

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