EBK ENGINEERING FUNDAMENTALS: AN INTROD
EBK ENGINEERING FUNDAMENTALS: AN INTROD
5th Edition
ISBN: 8220100543401
Author: MOAVENI
Publisher: CENGAGE L
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
1. Plot the SWRC (suction vs. volumetric water content) from the van Genuchten (1980) model for the following “base-case” parameters (assume m = 1-1/nvG): alpha vG = 0.35 kPa-1, nvG = 2.2,Delta res = 0.02, and delta S = delta sat = 0.45. These values are approximately representative of a sand.Perform a sensitivity analysis on each of the base case parameters (i.e., vary each by ±10% while holding the other three constant) to determine their relative effects on the SWRC. For example, how would a change in s alter the curve if the other base case parameters stay the same? In your answer, provide 4 plots for the parametric evaluation of each parameter as well as a brief qualitative explanation for each plot (for example, when investigating the effect of alpha vG, show the base-case curve and the curves with different values of alpha vG on the same plot). Be sure that suction is plotted on a logarithmic scale. Also, discuss how theparameters of the van Genuchten SWRC model might differ…
Using AutoCAD and exact measure that number
A fully grouted reinforced masonry wall is to be constructed of 8-in. CMU. The wall height is 18feet. It is assumed to be simply supported. The wall is to be designed for an out-of-plane seismicload of 52 lbs./ft.2, which can act in either direction. The wall also supports a roof dead load of600 lbs./ft. and a roof live load of 300 lbs./ft. along the wall length. The roof loads have aneccentricity of 2.5 inches. Since there is seismic load, load combinations (6) and (7) in Chapter 2of ASCE 7-22 should be considered. In these two load combinations,horizontal seismic loadhE =andvertical seismic loadvE = . You may ignorevE in this problem for simplicity. The masonryhas a specified compressive strength of 2,500 psi. (a) Use the strength design provisions of TMS402 to determine the size and spacing of the vertical bars needed. Use the P-δ analysis method inSection 9.3.4.4.2 of TMS 402 to determine Mu. (b) Repeat the design using the momentmagnification method in Section 9.3.4.4.3 instead.…
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,