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 Three Moment Equation, 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 mm². 24 KN 12kN/m 10 m m4n A ΒΩ 4 m с

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 Three Moment Equation, 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 mm². 24 KN 12kN/m 10 m m4n A ΒΩ 4 m с

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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