In the 3-span beam shown in the Figure 2, the support at C settles by 15...
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In the 3-span beam shown in the Figure 2, the support at C settles by 15 mm. Using the method of moment distribution method, a) Calculate joint moments (10 marks); b) Draw the bending moment diagram (10 marks); c) Calculate the supports' vertical reactions (10 marks); and d) Draw the shear force diagram (5 marks). Hint: For the calculation of Fixed End Moments, you can use the principle of superposition to add the settlement-related and the load-related FEMs together You need not show the absolute maximum values of the bending moments in the spans. Assume E = 200x10 N/m and I=200x106 mm4 for all members. A 4m B 8 kN 34m Figure 2 An C 19 kN/m 4m D In the 3-span beam shown in the Figure 2, the support at C settles by 15 mm. Using the method of moment distribution method, a) Calculate joint moments (10 marks); b) Draw the bending moment diagram (10 marks); c) Calculate the supports' vertical reactions (10 marks); and d) Draw the shear force diagram (5 marks). Hint: For the calculation of Fixed End Moments, you can use the principle of superposition to add the settlement-related and the load-related FEMs together You need not show the absolute maximum values of the bending moments in the spans. Assume E = 200x10 N/m and I=200x106 mm4 for all members. A 4m B 8 kN 34m Figure 2 An C 19 kN/m 4m D
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Income Tax Fundamentals 2013
ISBN: 9781285586618
31st Edition
Authors: Gerald E. Whittenburg, Martha Altus Buller, Steven L Gill
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