![WebAssign Homework Only for Moaveni's Engineering Fundamentals: An Introduction to Engineering, SI Edition, 6th Edition, [Instant Access]](https://www.bartleby.com/isbn_cover_images/9780357126677/9780357126677_largeCoverImage.gif)
Find the acceleration required to reach the speed of 10 mph from the rest position within the time period of 25 seconds. Calculate the total distance traveled by bicyclist and also calculate the average speed of cyclist during the first 25 s, 620 s, and 625 s.

Explanation of Solution
Calculate the acceleration required to reach the speed of 10 mph from the rest position within 25 s.
During the initial 25 seconds, the speed increases from 0 to 10 mph. Therefore, the average speed is
Calculate the distance traveled by the bicyclist with the average speed of 5 miles/h during the initial 25 s as follows.
Consider the constant average speed of 10 miles/h in the next 10 minutes.
Calculate the distance traveled by the bicyclist with the average speed of 10 miles/h during the next 10 minutes.
Here, the bicyclist decelerates at the constant rate from a speed of 10 mph to 0, the average speed of the bicyclist during the last 5 seconds is 5 mph.
Calculate the distance traveled during this period as below.
The total distance traveled is
Substitute 1833.33 ft for
Use the expression for the average speed of the bicyclist for the entire duration of travel.
Substitute 9020 feet for distance traveled and 625 s for time.
Conclusion:
Thus, the acceleration required to reach the speed of 10 mph in 25 s is
Want to see more full solutions like this?
Chapter 8 Solutions
WebAssign Homework Only for Moaveni's Engineering Fundamentals: An Introduction to Engineering, SI Edition, 6th Edition, [Instant Access]
- Please explain step by step and show formulaarrow_forwardPlease explain step by step and show formulaarrow_forwardFor an reinforced concrete two-way slab shown in figure under the load (P). (the slab continuous over all edges - all sides are fixed), Determine (By using yield line theory): A- Draw the Yield line Pattern B- Determine the moment m 3BAT C- Find The required flexural steel to resist the loads causing the slab to collapse if P = 200 KN, fc = 28 MPa, fy = 420 MPa d = 120 mm. Use 10 mm bars. (Pmin = 0.002) 6m 8m >2m->) 3marrow_forward
- 3BAT For an reinforced concrete two-way slab shown in figure under the load (P). (the slab continuous over all edges - all sides are fixed), Determine (By using yield line theory): A- Draw the Yield line Pattern B- Determine the moment m KN, fc Please don't solve in Al anco if P = 200 6m 8m 2m-)) 3marrow_forwardPlease explain step by step and show formulaarrow_forwardPlease explain step by step and show formulaarrow_forward
- 4-You are making a bookshelf (shown below) to carry books that range from 8½" to 11" in height and would take up 29" of space along the length. The material is wood having a Young's Modulus of 3.66 ksi, thickness of 3/8", and width of 12". You want to find the maximum vertical deflection of the bookshelf. The vertical deflection of the shelf is given by: -0.67665 x10 8x4 -0.26689x105 x3 +0.12748x10³ x² -0.018057=0 x Bookshelf Booksarrow_forwardThe difference in water surface levels in two tanks, which are connected by three pipes in series of lengths 300 m, 170 m, and 210 m, having diameters 300 mm, 200 mm, and 400 mm, respectively, is 12 m. Determine the rate of flow of water if coefficients of friction are 0.005, 0.0052, and 0.0048, respectively. Determine the discharge and velocity in each pipe, considering the minor losses and neglecting minor losses.arrow_forward3 BAT For an reinforced concrete two-way slab shown in figure under the load (P). (the slab continuous over all edges - all sides are fixed), Determine (By using yield line theory): A- Draw the Yield line Pattern B- Determine the moment m C- Find The required flexural steel to resist the loads causing the slab to collapse if P = 200 KN, f=28 MPa, fy = 420 MPa d = 120 mm. Use 10 mm bars. (Pmin = 0.002) 6m 8m >2m-)) 3marrow_forward
- REINFORCED CONCRETE DESIGNANALYSIS OF SINGLY REINFORCED BEAMS (STRENGTH DESIGN METHOD)Direction:Solution must be completeUse ballpen/inkpenAnswer in two decimal placesBox your final answerarrow_forwardE. Estimate the required air flow rate for the new activated sludge plant at Camp Verde Problems 23-3 — 23-823-11, and 23-14 B). Use the following assumptions in preparing the estimate: Clean water correction, a 0.70 . Salinity correction, ẞ= 0.95 . Fouling factor = 0.8 Summer wastewater temperature 22°C • Atmospheric pressure 101.325 kPa .Elevation 2,135 m Depth of aerator = 4.5 m Operating DO = 2.0 mg/L Percent oxygen leaving aeration tank - 19% Manufacturer's SOTR = 650 kg/d • Manufacturer's air flow rate at standard conditions 20 m3/d aerator 23-3. The town of Camp Verde has been directed to upgrade its primary WWTP to a secondary plant that can meet an effluent standard of 25.0 mg/L BOD5 and 30 mg/L suspended solids. They have se- lected a completely mixed activated sludge system for the upgrade. The existing primary treatment plant has a flow rate of 2,506 m³/d. The effluent from the primary tank has a BOD5 of 240 mg/L. Using the following assumptions, estimate the required…arrow_forwardOnly expert should attempt,I don't need AI solutions, because it's always incorrect pleasearrow_forward
- Traffic and Highway EngineeringCivil EngineeringISBN:9781305156241Author:Garber, Nicholas J.Publisher:Cengage LearningEngineering Fundamentals: An Introduction to Engi...Civil EngineeringISBN:9781305084766Author:Saeed MoaveniPublisher:Cengage Learning
- Construction Materials, Methods and Techniques (M...Civil EngineeringISBN:9781305086272Author:William P. Spence, Eva KultermannPublisher:Cengage LearningSolid Waste EngineeringCivil EngineeringISBN:9781305635203Author:Worrell, William A.Publisher:Cengage Learning,Residential Construction Academy: House Wiring (M...Civil EngineeringISBN:9781285852225Author:Gregory W FletcherPublisher:Cengage Learning





