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330kN 85kN/m A В. с D EI 2E1 ΕΙ 3.7m 2.2m 2.9m 3.3m A continuous beam ABCD as shown in the above figure. The beam is sub
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330kN 85kN/m A В. с D EI 2E1 ΕΙ 3.7m 2.2m 2.9m 3.3m A continuous beam ABCD as shown in the above figure. The beam is sub
330kN 85kN/m A В. с D EI 2E1 ΕΙ 3.7m 2.2m 2.9m 3.3m A continuous beam ABCD as shown in the above figure. The beam is subjected to a vertical load of 330kN which is located 3.7m from A, while member BC is loaded with a uniformly distributed load of magnitude 85kN/m along the member. If the flexural rigidity, El is 100.000 kNm2, using the Moment Distribution Method, 1. Calculate stiffness factors and Distribution Factor (DF). 2. Calculate fixed end moments for member AB and BC. 3. Determine member end moments for the beam. 4. Draw and analyze the shear force diagram (SFD) and the bending moment diagram (BMD).