. For the beam shown in the figure below, draw the influence lines for Ra, Rc, Re, Vb and Mb and determine  the following maximum responses due to a concentrated live load of ”a =10 kN", a uniformly distributed  live load of “b =15 kN/m", and a uniformly distributed dead load of “c = 20 kN /m". a. Maximum upward reaction at A in kN, put “0” if none. b. Maximum upward reaction at C in kN, put “0” if none. c. Maximum upward reaction at E in kN, put “0” if none. d. Maximum negative shear at B in kN, put “0” if none. e. Maximum positive moment at B in kN-m, put “0” if none

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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. For the beam shown in the figure below, draw the influence lines for Ra, Rc, Re, Vb and Mb and determine 
the following maximum responses due to a concentrated live load of ”a =10 kN", a uniformly distributed 
live load of “b =15 kN/m", and a uniformly distributed dead load of “c = 20 kN /m".
a. Maximum upward reaction at A in kN, put “0” if none.
b. Maximum upward reaction at C in kN, put “0” if none.
c. Maximum upward reaction at E in kN, put “0” if none.
d. Maximum negative shear at B in kN, put “0” if none.
e. Maximum positive moment at B in kN-m, put “0” if none.

 

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А
В
C
D
E
F
2m
2m
4.5m
2.0m
3.0m
1.5m
Transcribed Image Text:А В C D E F 2m 2m 4.5m 2.0m 3.0m 1.5m
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