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Problem 1 (30 pts.): 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 moment distribution method, determine the moments at A, B and C. Use the following values: w = 3 kN/m, P = 29 kN, E = 200,000 MPa, and I= 2,000,000 mm*. Additionally, solve the other remaining reactions using equilibrium method. Make assumptions when necessary. P kN w kN/m A 10 m 4 m 4 m

Problem 1 (30 pts.): 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 moment distribution method, determine the moments at A, B and C. Use the following values: w = 3 kN/m, P = 29 kN, E = 200,000 MPa, and I= 2,000,000 mm*. Additionally, solve the other remaining reactions using equilibrium method. Make assumptions when necessary. P kN w kN/m A 10 m 4 m 4 m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem 1 (30 pts.): 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 moment distribution method, determine the moments at A, B and C. Use the following values: w = 3 kN/m, P = 29 kN, E = 200,000 MPa, and I=2,000,000 mmt. Additionally, solve the other remaining reactions using equilibrium method. Make assumptions when necessary. P kN w kN/m A 10 m 4 m 4 m https://sciendo.com/pdf/10.2478/ijame-2021-0049 Summary of Answers Ay MA = By = MB = Cy = Mc = W P = IL ||
Transcribed Image Text:Problem 1 (30 pts.): 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 moment distribution method, determine the moments at A, B and C. Use the following values: w = 3 kN/m, P = 29 kN, E = 200,000 MPa, and I=2,000,000 mmt. Additionally, solve the other remaining reactions using equilibrium method. Make assumptions when necessary. P kN w kN/m A 10 m 4 m 4 m https://sciendo.com/pdf/10.2478/ijame-2021-0049 Summary of Answers Ay MA = By = MB = Cy = Mc = W P = IL ||
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