2. Use slope-deflection method to determine the moments at the ends of each member of the frame (as shown in Fig. 2). Th
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2. Use slope-deflection method to determine the moments at the ends of each member of the frame (as shown in Fig. 2). Th
2. Use slope-deflection method to determine the moments at the ends of each member of the frame (as shown in Fig. 2). The supports at A and Cand joint Bare fixed connected El is constant. 8 KN 4 KN 3 KN 3 m D 6 m Figure 2. 1/2
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