(b) A portal frame ABCD is fixed at A and hinged at D. Draw the bending moment diagram due to a point load of 9 kN as shown in figure below by moment distribution method. Calculate the reactions and sketch the deflected shape of the frame. 9 KN 1.5I C H2 m- 1 m I 2m 4m 21

Q: Q3: Determine the moments due to a settlement of 20 mm at support B. Use the slope-deflection…

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Q: 1. The frame shown carries the following loads as shown in the figure. Assume EI = 86,400 kN – m²…

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A: (a) Consider the figure,

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Q: 50 kN 100 kN 50 kN E D F 1m в 2 at 2m = 4m EA = constant E = 120 GPa In addition to the loads of the…

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