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For the beam as loaded below by a moving concentrated live load of 20 kN.     1. The maximum ordinate of the influence line for the reaction at the left support is most likely equal to : a. 0.14 b. 0.23 c. 0.35 d. 0.28 2. The maximum positive value of the left reaction due to the moving concentrated live load if its location is at point B is :  a. 10.15 kN b. 17.25 kN c. 14.20 kN d. 18.50 kN 3. The value of the maximum positive bending moment at B due to the live load is equal to :  a. 35.25 kN-m b. 28.40 kN-m c. 40.12 kN-m d. 50.25 kN-m

For the beam as loaded below by a moving concentrated live load of 20 kN.     1. The maximum ordinate of the influence line for the reaction at the left support is most likely equal to : a. 0.14 b. 0.23 c. 0.35 d. 0.28 2. The maximum positive value of the left reaction due to the moving concentrated live load if its location is at point B is :  a. 10.15 kN b. 17.25 kN c. 14.20 kN d. 18.50 kN 3. The value of the maximum positive bending moment at B due to the live load is equal to :  a. 35.25 kN-m b. 28.40 kN-m c. 40.12 kN-m d. 50.25 kN-m

Solid Waste Engineering
Solid Waste Engineering
3rd Edition
ISBN:9781305635203
Author:Worrell, William A.
Publisher:Worrell, William A.
Chapter4: Mechanical Processes
Section: Chapter Questions
Problem 4.20P
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For the beam as loaded below by a moving concentrated live load of 20 kN.
 
 
1. The maximum ordinate of the influence line for the reaction at the left support is most likely equal to :
a. 0.14
b. 0.23
c. 0.35
d. 0.28
2. The maximum positive value of the left reaction due to the moving concentrated live load if its location is at point B is : 
a. 10.15 kN
b. 17.25 kN
c. 14.20 kN
d. 18.50 kN
3. The value of the maximum positive bending moment at B due to the live load is equal to : 
a. 35.25 kN-m
b. 28.40 kN-m
c. 40.12 kN-m
d. 50.25 kN-m
2 m 5 m 1 m
Transcribed Image Text:2 m 5 m 1 m
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