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QUESTION 2 A continuous beam ABCD having a uniformly distributed load of 15 kN/m on span BC and point load of 40 kN on span CD as shown in Figure 2. Assume A is a fixed support and B, C are roller support. El is constant. Am. 15 kN/m 40 kN 6m 9m B Figure 2: Continuous beam (Rajah 2: Rasuk berterusan) By implementing the displacement methods of analysis that you have learnt in Structural Analysis I, calculate the internal moment at each support of the beam: By using the method of moment distribution. Draw shear and moment diagrams for the beam.

QUESTION 2 A continuous beam ABCD having a uniformly distributed load of 15 kN/m on span BC and point load of 40 kN on span CD as shown in Figure 2. Assume A is a fixed support and B, C are roller support. El is constant. Am. 15 kN/m 40 kN 6m 9m B Figure 2: Continuous beam (Rajah 2: Rasuk berterusan) By implementing the displacement methods of analysis that you have learnt in Structural Analysis I, calculate the internal moment at each support of the beam: By using the method of moment distribution. Draw shear and moment diagrams for the beam.

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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QUESTION 2 A continuous beam ABCD having a uniformly distributed load of 15 kN/m on span BC and point load of 40 kN on span CD as shown in Figure 2. Assume A is a fixed support and B, C are roller support. El is constant. 15 kN/m 40 kN 6 m 9m B D Figure 2: Continuous beam [Rajah 2: Rasuk berterusan) By implementing the displacement methods of analysis that you have learnt in Structural Analysis I, calculate the internal moment at each support of the beam: By using the method of moment distribution. Draw shear and moment diagrams for the beam. Based on your opinion, which one is the best method and justify your selection. ii. *** 111. 4 m
Transcribed Image Text:QUESTION 2 A continuous beam ABCD having a uniformly distributed load of 15 kN/m on span BC and point load of 40 kN on span CD as shown in Figure 2. Assume A is a fixed support and B, C are roller support. El is constant. 15 kN/m 40 kN 6 m 9m B D Figure 2: Continuous beam [Rajah 2: Rasuk berterusan) By implementing the displacement methods of analysis that you have learnt in Structural Analysis I, calculate the internal moment at each support of the beam: By using the method of moment distribution. Draw shear and moment diagrams for the beam. Based on your opinion, which one is the best method and justify your selection. ii. *** 111. 4 m
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