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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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