Please detail how to get distribution factors for this question.
I would like a break down of how to get the stiffness factors and
then the distribution factors step-by-step please.
12-22. Determine the moments acting at the ends of each member. Assume the supports at A and D are fixed. The moment of inertia of each member is indicated in the figure. E 200 GPa. Consider no sidesway (DF) AB= (DF) DC = 0 (DF) BA= = 0.5161 (DF) BC = 0.4839 (DF)CB = 0.4545 (DF)CD= 0.5455 (IBC)/6 (IBC)/6 + IBC/9.6 IBC/9.6 0.51 BC/4 + IBC/9.6 6 m B LAB=320(106) mm4 -9.6 m 6 m 37.5 kN/m IBC=480(106) mm4 m с ICD = 240(106) mm² 37.5 kN/m 9.6 m 1/ 37.5 kN/m TWITT 4 m
Please detail how to get distribution factors for this question. I would like a break down of how to get the stiffness f
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