17.23 Determine the member end moments and reactions for the frame of Fig. P17.23 for the loading shown in the figure and the support settlements of 20 mm at A and 30 mm at D. Use the method. moment-distribution
17.23 Determine the member end moments and reactions for the frame of Fig. P17.23 for the loading shown in the figure and the support settlements of 20 mm at A and 30 mm at D. Use the method. moment-distribution
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The answer are MAC = 0 , MDE = 100 kN-m , MCA = 128.46 kN-m , MBC = 397.2 kN-m , MCB =106.33 kN-m , MCD = 22.01 kN-m , MDC = 100 kN-m
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