40 kN 4 kN/m B D E 6 m 4 m 6 m 4 m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Determine the reaction at the supports for the structures shown.
![Prob. 5
8 kN/m
40 kN
4 kN/m
A
C
D
E
4m-
-m -4 m -
6 m
6 m
Prob. 6
W =-0.3x3+2x +10 ( in kN/m)
W (kN/m)
X
В
6 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F678ee372-f6f0-4f5e-8a76-9d195dadf4c7%2F9659244c-5261-4d2f-b5c3-e39e753dd74d%2Fxv5mk2p_processed.png&w=3840&q=75)
Transcribed Image Text:Prob. 5
8 kN/m
40 kN
4 kN/m
A
C
D
E
4m-
-m -4 m -
6 m
6 m
Prob. 6
W =-0.3x3+2x +10 ( in kN/m)
W (kN/m)
X
В
6 m
![9 kips/ft
5 kips/ft
E
В
hinge D
20 kips
8'
6'-
6'](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F678ee372-f6f0-4f5e-8a76-9d195dadf4c7%2F9659244c-5261-4d2f-b5c3-e39e753dd74d%2Ffdj5j7_processed.png&w=3840&q=75)
Transcribed Image Text:9 kips/ft
5 kips/ft
E
В
hinge D
20 kips
8'
6'-
6'
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