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

Structural Analysis
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Chapter2: Loads On Structures
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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
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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