Draw the influence line for reaction at C and find the maximum upward reaction at C in kN a= 45 kN (concentrated load) b= 50 kN/m (uniformly distributed live load) c= 23 kN/m (uniformly distributed dead load)
Draw the influence line for reaction at C and find the maximum upward reaction at C in kN a= 45 kN (concentrated load) b= 50 kN/m (uniformly distributed live load) c= 23 kN/m (uniformly distributed dead load)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Draw the influence line for reaction at C and find the maximum upward reaction at C in kN
a= 45 kN (concentrated load) b= 50 kN/m (uniformly distributed live load) c= 23 kN/m (uniformly distributed dead load)
![1. For the beam shown in the figure below, draw the influence lines for R., Re, Ru, Vs and M, and determine
the following maximum responses due to a concentrated live load of "a" kN, a uniformly distributed
live load of "b" kN/m, and a uniformly distributed dead load of "c" kN /m.
a. Maximum upward reaction at A in kN, put "0" if none.
b. Maximum upward reaction at Cin 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 "o" if none.
e. Maximum positive moment at B in kN-m, put "0" if none.
A
D
E
F
2m
2m
4.5m
2.0m
3.0m
1.5m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fae7255d8-9622-49cd-98db-92633d83822e%2Ffc4e021d-8690-4dcb-a0ca-831c91883d4b%2Fb0al9we_processed.png&w=3840&q=75)
Transcribed Image Text:1. For the beam shown in the figure below, draw the influence lines for R., Re, Ru, Vs and M, and determine
the following maximum responses due to a concentrated live load of "a" kN, a uniformly distributed
live load of "b" kN/m, and a uniformly distributed dead load of "c" kN /m.
a. Maximum upward reaction at A in kN, put "0" if none.
b. Maximum upward reaction at Cin 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 "o" if none.
e. Maximum positive moment at B in kN-m, put "0" if none.
A
D
E
F
2m
2m
4.5m
2.0m
3.0m
1.5m
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