Traffic and Highway Engineering
Traffic and Highway Engineering
5th Edition
ISBN: 9781305156241
Author: Garber, Nicholas J.
Publisher: Cengage Learning
bartleby

Concept explainers

Question
Book Icon
Chapter 3, Problem 9P
To determine

(a)

The distance traveled by the vehicle when the acceleration is 45 ft/sec.

Expert Solution
Check Mark

Answer to Problem 9P

  x=443ft

Explanation of Solution

Given information:

  dudt=3.60.06uα=3.6β=0.06

Initial vehicle speed, u0=30ft/sec

Final vehicle speed, ut=45ft/sec

Concept used:

The time required by the vehicle upon acceleration is calculated by using the relation,

  βt=ln[( αβ u t )( αβ u 0 )]t=(1β)ln[( αβ u t )( αβ u 0 )]

The distance travelled at any time is calculated by using the formula,

  x=(αβ)tαβ2(1eβt)+u0β(1eβt)

Calculation:

The time taken by the vehicle is calculated as,

  t=(1β)ln[( αβ u t )( αβ u 0 )]=(1 0.06)ln[3.60.06( 45)3.60.06( 30)]=11.55sec

  x=(αβ)tαβ2(1e βt)+u0β(1e βt)=( 3.6 0.06)11.553.6 ( 0.06 )2(1e ( 0.06×11.55 ))+300.06(1e ( 0.06×11.55 ))=693499.93+249.96=443ft

Conclusion:

The distance traveled when the vehicle has accelerated to 45 ft/sec is 443ft.

To determine

(b)

The time taken by the vehicle to attain a speed of 45 ft/sec.

Expert Solution
Check Mark

Answer to Problem 9P

  t=11.55sec

Explanation of Solution

Given information:

  dudt=3.60.06uα=3.6β=0.06

Initial vehicle speed, u0=30ft/sec

Final vehicle speed, ut=45ft/sec

Concept used:

The time required by the vehicle after accelerated is calculated by using the relation,

  βt=ln[( αβ u t )( αβ u 0 )]t=(1β)ln[( αβ u t )( αβ u 0 )]

Calculation:

  t=(1β)ln[( αβ u t )( αβ u 0 )]=(1 0.06)ln[3.60.06( 45)3.60.06( 30)]=11.55sec

Conclusion:

The time for vehicle to attain speed of 45 ft/sec is 11.55sec.

To determine

(c)

The acceleration of the vehicle after 4 seconds.

Expert Solution
Check Mark

Answer to Problem 9P

  a=1.42fts2

Explanation of Solution

Given information:

  dudt=3.60.06uα=3.6β=0.06

Initial vehicle speed, u0=30ft/sec

Final vehicle speed, ut=45ft/sec

Time taken, t=4sec

Concept used:

The initial velocity is calculated and then the acceleration is calculated.

  ut=αβ(1eβt)+u0eβt

  a=dudt

Calculation:

  ut=αβ(1e βt)+u0eβt=3.60.06(1e ( 0.06×4 ))+30(e ( 0.06×4 ))=3.60.06(10.78663)+30(0.78663)=36.40ft/sec

  a=dudt=3.60.06u=3.60.06(36.40)=1.42fts2

Conclusion:

The acceleration after 4 seconds is 1.42fts2.

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
1.7. The general Factor of Safety formula can be stated as: a. SF = allowable Tyleld allowable b. SF = "working allowable c. SF = deffective d. Both b and c 1.8. The maximum principal stress criterion is ideal for predicting failure in ductile materials. a. True b. False 1.9. Is the following system statically determinate or indeterminate? a. Determinate b. Indeterminate -L· 1.10. Is the following system statically determinate or indeterminate? a. Determinate b. Indeterminate
8m y=x²/2 2m 2m 4m 2m Lm y=x²/4 3m 4 5m 9m A+
Determine if the channel is adequate for the applied tension load shown in Figure. The channel is ASTM A36 steel and is connected with four 5/8- in. diameter bolts. The tension member is subjected to service dead and live loads of 28.5 kips and 25.5 kips, respectively, C8x11.5. 1½" 1½" ° -C8x11.5 " gusset plate PD = 28.5k P₁ = 25.5k End view
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
Traffic and Highway Engineering
Civil Engineering
ISBN:9781305156241
Author:Garber, Nicholas J.
Publisher:Cengage Learning