Engineering Fundamentals: An Introduction to Engineering
Engineering Fundamentals: An Introduction to Engineering
6th Edition
ISBN: 9780357112311
Author: Saeed Moaveni
Publisher: Cengage Learning US
Question
Book Icon
Chapter 7, Problem 15P
To determine

Calculate the average pressure at the bottom of the women’s high-heeled dress shoe and a women’s athletic walking shoe.

Expert Solution & Answer
Check Mark

Answer to Problem 15P

The average pressure at the bottom of the women’s high-heeled dress shoe is 2.17psi_.

The average pressure at the bottom of the women’s athletic walking shoe is 1.67psi_.

Explanation of Solution

Given information:

Weight of the women is W=120lb

Calculation:

The weight of the women is carried by both shoes. Hence, the weight (Force) acting on each shoe is as follows:

F=W2=1202=60lb

Sketch the profile of high-heeled dress shoe in inches as shown in Figure 1.

Engineering Fundamentals: An Introduction to Engineering, Chapter 7, Problem 15P , additional homework tip  1

Refer to Figure 1.

The profile of contact area is divided into two equal parts and each part is divided into 8 trapezoids of equal heights.

Consider the area of top portion as A1 and the bottom portion as A2.

Apply trapezoidal rule as shown below.

A=h[12y0+y1+y2++yn2+yn1+12yn] (1)

Calculate the area of top portion (A1) using Equation (1) as shown below.

A1=1×[12(0)+1.12+1.37+1.25+1.75+2.12+2.12+2+1.87+12(0)]=13.6in.2

Calculate the area of bottom portion (A2) using Equation (1) as shown below.

A2=1×[12(0)+1.5+1.62+1.75+2.12+2.12+2+1.62+1.25+12(0)]=13.9814in.2

Calculate the total area of high-heeled dress shoe as shown below.

A=A1+A2

Substitute 13.6in.2 for A1 and 14in.2 for A2.

A=13.6+14=27.6in.2

Calculate the average pressure at the bottom of high-heeled dress shoe as shown below.

Pressure=Force(F)Area(A) (2)

Substitute 60lb for F and 27.6in.2 for A in Equation (2).

Pressure=6027.6=2.17psi

Hence, the average pressure at the bottom of the women’s high-heeled dress shoe is 2.17psi_.

Sketch the profile of athletic walking shoe in inches as shown in Figure 2.

Engineering Fundamentals: An Introduction to Engineering, Chapter 7, Problem 15P , additional homework tip  2

Refer to Figure 2.

The profile of contact area is divided into two equal parts and each part is divided into 12 trapezoids of equal heights.

Consider the area of top portion as A1 and the bottom portion as A2.

Calculate the area of top portion (A1) using Equation (1) as shown below.

A1=1×[12(0)+1.12+1.37+1.25+1+0.87+1.12+1.75+2.12+2.12+2+1.87+12(0)]=16.5616.6in.2

Calculate the area of bottom portion (A2) using Equation (1) as shown below.

A2=1×[12(0)+1.5+1.62+1.75+1.62+1.75+2+2.12+2.12+2+1.62+1.25+12(0)]=19.3519.4in.2

Calculate the total area of athletic walking shoe as shown below.

A=A1+A2

Substitute 16.6in.2 for A1 and 19.4in.2 for A2.

A=16.6+19.4=36in.2

Calculate the average pressure at the bottom of athletic walking shoe as shown below.

Substitute 60lb for F and 36in.2 for A in Equation (2).

Pressure=6036=1.67psi

Therefore, the average pressure at the bottom of the women’s athletic walking shoe is 1.67psi_.

Want to see more full solutions like this?

Subscribe now to access step-by-step solutions to millions of textbook problems written by subject matter experts!
Students have asked these similar questions
Please solve the example, explaining the solution steps and writing by hand
Please solve the example, explaining the solution steps and writing by hand
Note: (please show handwritten answers, and no AI usage !) Provide a clear, step-by-step handwritten solution (without any detailed explanations). Ensure the work is simplified and completed manually, adhering to expert-level accuracy. Refer to the provided image for clarity and ensure all calculations are double-checked for correctness before submission. Thank you!.   Question 1:  A cylindrical soil sample is connected to two water reservoirs: a) Determine the pressure, elevation, and total head at a point one meter above the bottom of the sample (point A). b) Calculate the pore pressure and effective stress at point A if the soil has a saturated unit weight of 18.7kN/m^3. c) Determine the water flow rate though the sample if the soil has a coefficient of permeability of 0.19 cm/s and the radius of the sample is 20 mm. d) Is it possible for the soil to reach the “quick condition”(zero effective stress) by raising the level of the water in the upper reservoir? Why or why not?. Question…
Knowledge Booster
Background pattern image
Similar questions
SEE MORE QUESTIONS
Recommended textbooks for you
Text book image
Engineering Fundamentals: An Introduction to Engi...
Civil Engineering
ISBN:9781305084766
Author:Saeed Moaveni
Publisher:Cengage Learning
Text book image
Solid Waste Engineering
Civil Engineering
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Cengage Learning,
Text book image
Principles of Geotechnical Engineering (MindTap C...
Civil Engineering
ISBN:9781305970939
Author:Braja M. Das, Khaled Sobhan
Publisher:Cengage Learning
Text book image
Fundamentals of Geotechnical Engineering (MindTap...
Civil Engineering
ISBN:9781305635180
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Cengage Learning
Text book image
Principles of Foundation Engineering (MindTap Cou...
Civil Engineering
ISBN:9781305081550
Author:Braja M. Das
Publisher:Cengage Learning
Text book image
Fundamentals Of Construction Estimating
Civil Engineering
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Cengage,