EP WEBASSIGN FOR MOAVENI'S ENGINEERING
EP WEBASSIGN FOR MOAVENI'S ENGINEERING
6th Edition
ISBN: 9780357126592
Author: MOAVENI
Publisher: CENGAGE CO
bartleby

Concept explainers

Question
Book Icon
Chapter 7, Problem 50P
To determine

Find the frontal area of the car in SI unit and U.S. Customary unit.

Expert Solution & Answer
Check Mark

Answer to Problem 50P

The frontal area of the car in inches is 3018in2, expressed in SI units and U.S. Customary units as 1.9466m2 and 20.945ft2.

Explanation of Solution

Given data:

The height of the car (H) is 50.9in,

The width of the car (W) is 68.5in.

Formula used:

Formula to calculate the frontal area of the car is,

A=A1A2 (1)

Here,

A1 is the total frontal area of the car,

A2 is the area of the squares in which the parts of the car is not touched.

Calculation:

Total frontal area:

Formula to calculate the total frontal area of the car is,

A1=H×W (2)

Here,

H is height of the car,

W is width of the car.

Substitute 50.9in for H, and 68.5in for W in equation (2) to find A1.

A1=(50.9in)×(68.5in)=3486.65in2

Area of the squares in which the parts of the car is not touched:

Refer to the figure 7.50, the height and width of the car is divided as slots. Therefore,

The height of the car = 50.9 in = 15.5 slots

For 1 slot, the height (h) is:

1slot=50.915.5in=3.28in

The width of the car=68.5 in=23 slots

For 1 slot, the width (w) is:

1slot=68.523in=2.98in

From the figure 7.50, approximately the total number of slots which is not touching the parts of car is 48.

Formula to calculate the area of the squares which is not touched by the parts of car is,

A2=48(h×w) (3)

Here,

h is height of the square,

w is width of the square.

Substitute 3.28in for h, and 2.98in for w in equation (3) to find A2.

A2=(48)(3.28in×2.98in)=469.17in2

Substitute 3486.65in2 for A1 and, 469.17in2 for A2 in equation (1) to find A.

A=(3486.65in2)(469.17in2)=3018in2

The SI unit of the frontal area of the car is,

A=3018in2 [1in2=0.000645m2]=(3018)(0.000645m2)=1.9466m2

The U.S. Customary unit of the frontal area of the car is,

A=3018in2 [1in2=0.00694ft2]=(3018)(0.00694ft2)=20.945ft2

Therefore, the frontal area of the car in SI unit and U.S. Customary unit is 1.9466m2 and 20.945ft2.

Conclusion:

Thus, the frontal area of the car in SI unit, U.S. Customary unit and in inches is 1.9466m2, 20.945ft2 and 3018in2 respectively.

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
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…
Note: Please provide a clear, step-by-step simplified handwritten working out (no explanations!), ensuring it is done without any AI involvement. I require an expert-level answer, and I will assess and rate based on the quality and accuracy of your work and refer to the provided image for more clarity. Make sure to double-check everything for correctness before submitting thanks!. Questions 1: A clay rich soil is totally saturated, has a bulk density of 2.12 g/cm3, and a void ratio of 0.33. a) Draw the full three phase diagram for this soil including all the volume and mass quantities. b) Determine the density of the soil solids. c) Determine the total density of the soil if the saturation was reduced to 50%.   Question 2: A soil sample was tested yielding the following grain-size distribution chart: (refer to the image provided) The soil fines (inorganic) were also tested and had a liquid limit of 76 and a plastic limit of 49 Determine the coefficients of uniformity and curvature.…
Note: 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 2: A new structure is planned to be constructed in…
Knowledge Booster
Background pattern image
Civil Engineering
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.
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
Fundamentals Of Construction Estimating
Civil Engineering
ISBN:9781337399395
Author:Pratt, David J.
Publisher:Cengage,