P9.8. Determine the reactions for the beam in Figure P9.8. When the uniform load is applied, the fixed support rotates clockwise 0.003 rad and support B settles 0.3 in. Given: E = 30,000 kips/in.², I = 240 in.4. 0.003 rad A W = 8' 4 kips/ft P9.8 "Ţ 0.3" B 2' C d
P9.8. Determine the reactions for the beam in Figure P9.8. When the uniform load is applied, the fixed support rotates clockwise 0.003 rad and support B settles 0.3 in. Given: E = 30,000 kips/in.², I = 240 in.4. 0.003 rad A W = 8' 4 kips/ft P9.8 "Ţ 0.3" B 2' C d
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Use superposition method
![P9.8. Determine the reactions for the beam in
Figure P9.8. When the uniform load is applied, the fixed
support rotates clockwise 0.003 rad and support B settles
0.3 in. Given: E = 30,000 kips/in.², I = 240 in.4.
0.003 rad
A
W = 4 kips/ft
8'
P9.8
0.3"
B
+2+
C](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fd26af165-a48a-4025-869b-89b03c48d51c%2Feb86430b-7f2b-4e46-bd9f-fabe815f4564%2F8n40nl_processed.jpeg&w=3840&q=75)
Transcribed Image Text:P9.8. Determine the reactions for the beam in
Figure P9.8. When the uniform load is applied, the fixed
support rotates clockwise 0.003 rad and support B settles
0.3 in. Given: E = 30,000 kips/in.², I = 240 in.4.
0.003 rad
A
W = 4 kips/ft
8'
P9.8
0.3"
B
+2+
C
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