ideterminate beam is loaded as shown. The beam settles 3 mm at supp ies (EI) of members AB and BC are 2EI and EI, respectively. Using od, determine the moments at A, B and C. Use the following values: w = 200,000 MPa, and I = 2,000,000 mm². 24 KN 12kN/m 10 m A ΒΩ B 4 m 4 m C
ideterminate beam is loaded as shown. The beam settles 3 mm at supp ies (EI) of members AB and BC are 2EI and EI, respectively. Using od, determine the moments at A, B and C. Use the following values: w = 200,000 MPa, and I = 2,000,000 mm². 24 KN 12kN/m 10 m A ΒΩ B 4 m 4 m C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
![The indeterminate beam is loaded as shown. The beam settles 5 mm at support B. The flexural
rigidities (EI) of members AB and BC are 2EI and EI, respectively. Using Slope Deflection
Method, determine the moments at A, B and C. Use the following values: w = 12 kN/m, P = 24
kN, E = 200,000 MPa, and I = 2,000,000 mm*.
24 KN
12 kN/m
C
10 m
1-24 4 m
A
ΒΩ
4 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc45e5a7c-376d-4b7d-818f-7fa27f1e8dcd%2Fe1403e6e-45d7-4301-a770-fe648c4f645e%2F8pduywa_processed.png&w=3840&q=75)
Transcribed Image Text:The indeterminate beam is loaded as shown. The beam settles 5 mm at support B. The flexural
rigidities (EI) of members AB and BC are 2EI and EI, respectively. Using Slope Deflection
Method, determine the moments at A, B and C. Use the following values: w = 12 kN/m, P = 24
kN, E = 200,000 MPa, and I = 2,000,000 mm*.
24 KN
12 kN/m
C
10 m
1-24 4 m
A
ΒΩ
4 m
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