5. Determine the member end moments (BC, CA and CD members) and reactions (B, D and A) for the frames shown in Figure 5
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5. Determine the member end moments (BC, CA and CD members) and reactions (B, D and A) for the frames shown in Figure 5
5. Determine the member end moments (BC, CA and CD members) and reactions (B, D and A) for the frames shown in Figure 5 by using the slope-deflection method. (15%) 18kN/m D -B 100kN m EI= constant E = 200GPa I= 1350 x 106 mmª 5m 5m 5m Figure 5.
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