bartleby

Concept explainers

Question
Book Icon
Chapter 6, Problem 2P
To determine

Convert the given information in the accompanying table from U.S. Customary units to SI units.

Expert Solution & Answer
Check Mark

Answer to Problem 2P

The conversion of given information in the accompanying table from U.S. Customary units to SI units are tabulated as follows:

Convert from U.S. Customary UnitsTo SI Units
65mileshr104.6kmhr and 29ms
60000Btuhr1760W
120lbmft31922.25kgft3
30lbfin2206.8kPa
200lbm90.7kg
200lbf890N

Explanation of Solution

Given data:

Refer to Problem 6.2 in textbook for the accompanying table.

Formula used:

Convert hr to s,

1hr=3600s

Convert foot to meter,

1ft=0.3048m

Convert inches to foot,

1in=112ft

Convert mile to foot,

1mile=5280ft

Convert km to m,

1km=1000m

Convert W to ftlbfs,

1W=0.7375ftlbfs

Convert Btu to ftlbf,

1Btu=778.17ftlbf

Convert ftlbfs to hp,

1ftlbfs=1550hp

Convert lbm to kg,

1lbm=0.4536kg

Convert lbf to N,

1lbf=4.448N

Calculation:

Case 1:

Convert the given value of U.S. Customary units,

65mileshr=65(5280ft)hr             [1mile=5280ft]=343200fthr (1)

Substitute the unit 0.3048m for 1ft in equation (1).

65mileshr=343200(0.3048m)hr=343200×0.3048mhr=104607.36mhr (2)

Reduce the equation as follows,

65mileshr=104607.36(11000km)hr[1m=11000km]=104.6kmhr (3)

Substitute the unit 3600s for 1hr in equation (2).

65mileshr=104607.36m(3600s)=104607.363600ms=29ms (4)

From equation (3) and equation (4), the conversion of given value of U.S. Customary units to SI units are 104.6kmhr.and 29ms.

Case 2:

Convert the given value of U.S. Customary units,

60000Btuhr=60000(778.17ftlbf)hr[1Btu=778.17ftlbf]=60000×778.17ftlbfhr=46690200ftlbf(3600s)[1hr=3600s]=12969.5ftlbfs

Reduce the equation as follows,

60000Btuhr=12969.5×10.7375W[1ftlbfs=10.7375W]=17585.763W (5)

From equation (5), the conversion of given value of U.S. Customary units to SI units is 17585.763W.

Case 3:

Convert the given value of U.S. Customary units,

120lbmft3=120(0.4536kg)ft3[1lbm=0.4536kg]=120×0.4536kgft3=54.432kgft3 (6)

Substitute the unit 0.3048m for 1ft in equation (6).

120lbmft3=54.432kg(0.3048m)3=54.4320.30483kgft3=1922.25kgft3 (7)

From equation (7), the conversion of given value of U.S. Customary units to SI units is 1922.25kgft3.

Case 4:

Convert the given value of U.S. Customary units,

30lbfin2=30(4.448N)in2[1lbf=4.448N]=133.44N(112ft)2[1in=112ft]=133.44×122Nft2=19215.36Nft2 (8)

Substitute the unit 0.3048m for 1ft in equation (8).

30lbfin2=19215.36N(0.3048m)2=19215.360.30482Nm2=206832.414Nm2 (9)

Substitute the unit Pa for Nm2 in equation (9).

30lbfin2=206832.414Pa=206832.414×11000kPa[1Pa=11000kPa]=206.8kPa (10)

From equation (10), the conversion of given value of U.S. Customary units to SI units is 206.8kPa.

Case 5:

Convert the given value of U.S. Customary units,

200lbm=200×0.4536kg[1lbm=0.4536kg]=90.7kg (11)

From equation (11), the conversion of given value of U.S. Customary units to SI units is 90.7kg.

Case 6:

Convert the given value of U.S. Customary units,

200lbf=200×4.448N[1lbf=4.448N]=890N (12)

From equation (12), the conversion of given value of U.S. Customary units to SI units is 890N.

Conclusion:

Hence, the conversion of given information in the accompanying table from U.S. Customary units to SI units has been explained.

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 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…
Note: Provide a clear, step-by-step, simplified handwritten solution (no explanations), ensuring it is completed without any AI involvement. The solution must demonstrate expert-level accuracy and will be evaluated for its quality and precision. Please refer to the provided image for additional clarity. Double-check all calculations for correctness before submission. Thank you!. Question 1: (refer to the image for visual understanding) For the soil element shown on the right: a) Draw the Mohr’s circle for this case  b) Find the major and minor principal stresses  c) Find the normal and shear stresses on plane AB. Question 2:  (refer to the image) A soil sample in a triaxial test with a cell pressure of 100 kPa fails when the vertical stress reaches 400 kPa. The resulting failureplane is observed to dip 60 degrees from horizontal (see figure). Assume that the soil is drained during the test, i.e. there is no pore pressure. a) Determine the friction angle of the soil. Hint: draw the…

Chapter 6 Solutions

WebAssign Homework Only for Moaveni's Engineering Fundamentals: An Introduction to Engineering, SI Edition, 6th Edition, [Instant Access]

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,