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MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
5th Edition
ISBN: 9781305577398
Author: Nicholas J. Garber; Lester A. Hoel
Publisher: Cengage Learning US
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Chapter 2, Problem 1P
To determine
The change without the availability of principal mode of transportation considering personal transportation as well as goods and services.
Expert Solution & Answer
Explanation of Solution
The principal modes of transportation are,
- Road transportation
- Rail transportation
- Air transportation
If the principal modes of transportation are not available, then life becomes very tough as everyone is dependent on it. Our day to day life and activities are dependent on transportation, and it will be largely affected without it.
To reach from one place to another like school, office, shopping and covering large distances will become difficult. Unavailability of transportation will influence the livelihood of people and force an individual to stay at one place.
Goods and services will also be disturbed due to lack of transportation. Goods produced at one place needs be transported to another to earn money by selling them. Customers of these goods and services will also be deprived of these good and services due to lack of transportation.
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Students have asked these similar questions
5-1. Determine the force in each member of the truss, and state if the members are in tension or compression.
I have the correct answer provided, just lookng for a more detailed breadown of how the answer was obtained thanks.
Q1. Statically indeterminate beam analysis.
a) Calculate the BMs (bending moments) at all the joints of the beam shown in Fig.1
using the moment distribution method. The beam is subjected to an UDL of w kN/m.
L1= 0.4L. Assume the support at C is pinned, and A and B are roller supports. E = 200
GPa, I=250x106 mm². Use the values of w = 50 kN/m and L = 6
b) Draw the shear force and bending diagrams for the entire beam.
c) Calculate the BMs at all the joints of the same beam shown in Fig.1 using the slope
deflection method.
d) Compare the values of BMs obtained using the two methods a) and c) and comment.
w kN/m
£1m
Lm
m
Fig 1. Beam for Q1
Chapter 2 Solutions
MindTap Engineering for Garber/Hoel's Traffic and Highway Engineering, 5th Edition, [Instant Access], 1 term (6 months)
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