For the beam shown in the figure below, draw the influence lines for Ra, Rc, Re, Vd and Md and determine the following maximum responses due to a concentrated live load of 41.60 kN, a uniformly distributed live load of 37.40 kN/m, and a uniformly distributed dead load of 12.10 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 D in kN, put "0" if none. e. Maximum positive moment at D in kN-m, put "0" if none
For the beam shown in the figure below, draw the influence lines for Ra, Rc, Re, Vd and Md and determine the following maximum responses due to a concentrated live load of 41.60 kN, a uniformly distributed live load of 37.40 kN/m, and a uniformly distributed dead load of 12.10 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 D in kN, put "0" if none. e. Maximum positive moment at D in kN-m, put "0" if none
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
For the beam shown in the figure below, draw the influence lines for Ra, Rc, Re, Vd and Md and determine
the following maximum responses due to a concentrated live load of 41.60 kN, a uniformly distributed
live load of 37.40 kN/m, and a uniformly distributed dead load of 12.10 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 D in kN, put "0" if none.
e. Maximum positive moment at D in kN-m, put "0" if none.
Transcribed Image Text:A
2m
* am 3m
ー15m
am→ト
ー45m
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