Determine the maximum upward reaction at A in kN a= 45 kN (concentrated load) b= 50 kN/m (uniformly distributed live load) c= 23 kN/m (uniformly distributed dead load)
Determine the maximum upward reaction at A 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
Determine the maximum upward reaction at A in kN
a= 45 kN (concentrated load)
b= 50 kN/m (uniformly distributed live load)
c= 23 kN/m (uniformly distributed dead load)

Transcribed Image Text:1. For the beam shown in the figure below, draw the influence lines for Ra, Rc, Re, Vp 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 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.
A
В
C
E
2m
2m
4.5m
-2.0m
3.0m
1.5m
F.
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