100kN/m C 21 E 21 2m +400kN- 2m B 6m 6m E = 200GPA Figure 2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a. Determine the fixed end moments and distribution factors for the frame shown in fig. 2 by using the moment-distribution method.
b. Determine the member-end moments and draw the shear force and bending moment diagrams
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