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(a)
Find the amount of fuel consumed by the cars on average daily basis.
Express the answer in gallons/day and liters/day.
(a)

Answer to Problem 11P
The amount of fuel consumed on average daily basis in gallons/day is
The amount of fuel consumed on average daily basis in liters/day is
Explanation of Solution
Given information:
The average distance travelled by the car is 12,000 miles per year.
The gas consumption rate of the car is 20 miles/gallon.
The sample size is 150 million cars.
Calculation:
Find the amount of fuel consumed on average daily basis using the relation.
Therefore, the amount of fuel consumed on average daily basis as
Convert the units from gallons/day to liters/day.
Therefore, the amount of fuel consumed on average daily basis as
(b)
Find the amount of fuel consumed by the cars on average weekly basis.
Express the answer in gallons/week and liters/week.
(b)

Answer to Problem 11P
The amount of fuel consumed on average weekly basis in gallons/week is
The amount of fuel consumed on average weekly basis in liters/week is
Explanation of Solution
Given information:
The average distance travelled by the car is 12,000 miles per year.
The gas consumption rate of the car is 20 miles/gallon.
The sample size is 150 million cars.
Calculation:
Find the amount of fuel consumed on average weekly basis using the relation.
Therefore, the amount of fuel consumed on average weekly basis as
Convert the units from gallons/weekly to liters/weekly.
Therefore, the amount of fuel consumed on average weekly basis as
(c)
Find the amount of fuel consumed by the cars on average monthly basis.
Express the answer in gallons/month and liters/month.
(c)

Answer to Problem 11P
Therefore, the amount of fuel consumed on average monthly basis in gallons/month is
Therefore, the amount of fuel consumed on average monthly basis in liters/month is
Explanation of Solution
Given information:
The average distance travelled by the car is 12,000 miles per year.
The gas consumption rate of the car is 20 miles/gallon.
The sample size is 150 million cars.
Calculation:
Find the amount of fuel consumed on average monthly basis using the relation.
Therefore, the amount of fuel consumed on average monthly basis as
Convert the units from gallons/month to liters/month.
Therefore, the amount of fuel consumed on average monthly basis as
(d)
Find the amount of fuel consumed by the cars on average yearly basis.
Express the answer in gallons/year and liters/year.
(d)

Answer to Problem 11P
The amount of fuel consumed on average yearly basis in gallons/year as
The amount of fuel consumed on average yearly basis in liters/year as
Explanation of Solution
Given information:
The average distance travelled by the car is 12,000 miles per year.
The gas consumption rate of the car is 20 miles/gallon.
The sample size is 150 million cars.
Calculation:
Find the amount of fuel consumed on average yearly basis using the relation.
Therefore, the amount of fuel consumed on average yearly basis as
Convert the units from gallons/year to liters/year.
Therefore, the amount of fuel consumed on average yearly basis as
(e)
Find the amount of fuel consumed by the cars over a period of 10 years.
Express the answer in gallons and liters.
(e)

Answer to Problem 11P
The amount of fuel consumed over a period of 10 years in gallons is
The amount of fuel consumed over a period of 10 years in liters is
Explanation of Solution
Given information:
The average distance travelled by the car is 12,000 miles per year.
The gas consumption rate of the car is 20 miles/gallon.
The sample size is 150 million cars.
Calculation:
Find the amount of fuel consumed over a period of 10 years basis using the relation.
Therefore, the amount of fuel consumed over a period of 10 years as
Convert the units from gallons to liters.
Therefore, the amount of fuel consumed over a period of 10 years as
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Chapter 8 Solutions
WebAssign Homework Only for Moaveni's Engineering Fundamentals: An Introduction to Engineering, SI Edition, 6th Edition, [Instant Access]
- Using the method of virtual work, for the truss shown below, determine the horizontal displacement of joint A. Take A = 180 mm2 and E = 200 GPa for each member.arrow_forwardA gravity retaining wall is shown in the figure below. Calculate the factor of safety with respect to overturning and sliding, given the following data: Wall dimensions: H = 6 m, x₁ = 0.6 m, x2 = 2 m, x3 = 2m, x4 0.5 m, x5 = 0.75 m, x6 = 0.8 m, D= 1.5 m Soil properties: 71 = 14 kN/m³, ₁ = 32°, 72 = 18 kN/m³, 2=22°, c₂ = 40 kN/m² Y₁ c₁ = 0 H Φί x5 x6 Use the Rankine active earth pressure in your calculation. Use Yconcrete = 23.08 kN/m³. Also, use k₁ = k₂ = 2/3 and Pp = 0 in the equation FS (sliding) (ΣV) tan(k102) + Bk2c2 + Pp Pa cos a (Enter your answers to three significant figures.) FS (overturning) FS (sliding) =arrow_forwardFor the cantilever retaining wall shown in the figure below, let the following data be given: Wall dimensions: H = 8 m, x1 = 0.4 m, x2 = 0.6 m, x3 = 1.5 m, x4 3.5 m, x5 = 0.96 m, D= 1.75 m, a = 10° Soil properties: 71 = 14.8 kN/m³, ₁ = 32°, Y₂ = 1 2 = 28°, c = 30 kN/m² 17.6 kN/m³, The value of Ka is 0.3210. For 2 = 28°: N = 25.80; N₁ = 14.72; N₁ = 16.72. c=0 H Χς Calculate the factor of safety with respect to overturning, sliding, and bearing capacity. Use Yconcrete = 21.58 kN/m³. Also, use k₁ = k₂ = 2/3 and P = 0 in the equation FS (sliding) (ΣV) tan(k₁₂) + Bk2C + Pp Pa cosa (Enter your answers to three significant figures.) FS (overturning) FS (sliding) FS (bearing) =arrow_forward
- Question 2 The following strains are obtained by a 0-60-120 strain rosette: ε0 = 300 x 10-6, 60 = 200 x 10-6 and 120= 150 x 10-6. i. Determine strains Ex, Ey and Yxy ii. Determine the strains for 0 = 40° iii. Calculate principal strains, maximum shear strain and the orientation of principal strains iv. Determine normal stresses (σx, σy) and shear stress (Txy), if E = 200kPa and v = 0.25. (Hint: You may use stress-strain relationship for plane strain, summarised in matric format as follows: E σχ бу 1-v v 0 Ex = v 1-v 0 Ey txy. (1+v)(1 − 2v) 0 0 0.5 varrow_forwardA gravity retaining wall is shown in the figure below. Calculate the factor of safety with respect to overturning and sliding, given the following data: Wall dimensions: H = 6 m, x1 = 0.6 m, x2 = 2 m, x3 = 2m, x4 0.5 m, x5 = 0.75 m, x6 = 0.8 m, D= 1.5 m Soil properties: 71 = 15.5 kN/m³, ₁ = 32°, Y2 = 18 kN/m³, 2=22°, c₂ = 40 kN/m² H x6 X2 TXT X3 Use Coulomb's active earth pressure in your calculation and let ' = 2/3 01. Use Yconcrete = 23.58 kN/m³. Also, use k₁ = k₂ = 2/3 and P = 0 in equation FS (sliding) (ΣV) tan(k₁₂2) + Bk2c + Pp Pa cos a For 1 = 32°, a = 0°, B = 71.57°, Ka = 0.45, 8' = 21.33°. (Enter your answers to three significant figures.) FS (overturning) FS (sliding) =arrow_forwardFor the cantilever retaining wall shown in the figure below, let the following data be given: Wall dimensions: H = 6.5 m, x1 = 0.3 m, x2 = 0.6 m, x3 = 0.8 m, x4 2 m, x5 = 0.8 m, D= 1.5 m, a = 0° Soil properties: 71 = 17.08 kN/m³, ₁ = 36°, Y2 = 19.65 kN/m³, 2 = 15°, c₂ = 30 kN/m² For 2=15°: N = 10.98; N₁ = 3.94; N₁ = 2.65. x2 .. c₁ = 0 Φί H x5 Calculate the factor of safety with respect to overturning, sliding, and bearing capacity. Use Yconcrete = 24.58 kN/m³. Also, use k₁ = k2 = 2/3 and P₂ = 0 in equation (EV) tan(k102) + Bk2c₂ + Pp FS (sliding) Pa cos a (Enter your answers to three significant figures.) FS (overturning) FS (sliding) FS (bearing) = = =arrow_forward
- A) # of Disinfection Clearwells: 3 B) Clearwell Operation Style: Parallel (to provide contact time for disinfection using free chlorine (derived from a hypochlorite solution generated onsite). C) The facility's existing system to generate hypochlorite onsite has reached the end of its useful life, and the current operating capacity is insufficient to generate the required mass flow of hypochlorite to accommodate the future capacity of 34.5 MGD. Assume the facility plans to stop generating hypochlorite onsite and will instead purchase a bulk solution of sodium hypochlorite D) Sodium hypochlorite (NaOCI) concentration: 6.25% NaOCI by mass E) Bulk Density: 1,100 kg/m^3 F) Clearwell T10/DT Ratio: (CW1 0.43). (CW2 = 0.51), (CW3 = 0.58) DT is the theoretical mean hydraulic retention time (V/Q) G) pH: 7.0 H) Design Temperature: 15°C 1) 50% of Chlorine is lost in each clearwell J) If the concentration going into the clearwell is C, then you can assume that the concentration leaving the…arrow_forwardPlease explain step by step, and show formulaarrow_forwardNote: Please deliver a clear, step-by-step simplified handwritten solution (without any explanations) that is entirely manually produced without AI assistance. I expect an expert-level answer, and I will evaluate and rate it based on the quality and accuracy of the work, using the provided image for additional reference. Ensure every detail is thoroughly checked for correctness before submission.arrow_forward
- Please don't explain it. But draw it out for me kindly. And appreciate your time!. All the info is in the images. Thanks!.arrow_forwardDesign a simply supported one-way pavement slab for a factored applied moment, Mu = 10 ft-kip. Use f c’ = 5,000 psi and f y = 60,000 psi. The slab is in permanent contact with soil.Hint:• Estimate a minimum slab thickness for deflection control.• Solve for the slab steel based on cover for soil contactarrow_forwardThe figures below shows the framing plan and section of a reinforced concrete floor system. Floor beams are shown as dotted lines. The weight of the ceiling and floor finishing is 6 psf, that of the mechanical and electrical systems is 7 psf, and the weight of the partitions is 180 psf. The floor live load is 105 psf. The 7 in. thick slab exterior bay (S-1) is reinforced with #5 rebars @ 10 in. o.c. as the main positive reinforcement at the mid span, and #4 @ 109 in. for the shrinkage and temperature reinforcement. The panel is simply supported on the exterior edge and monolithic with the beam at the interior edge. Check the adequacy of the slab. Use the ACI moment coefficients. fc’ = 6,000 psi and fy = 60,000 psi. The slab is in an interior location. Hint: • Estimate total dead load. Find factored maximum positive bending moment in the end span. • Find design positive moment capacity. • Compare and determine adequacy, including safety and economy.arrow_forward
- Engineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage Learning

