Further Methods in Structural Analysis

Analyse the frame below, obtain M, N. T diagrams T P ( P=ratio ofaxial force to ) 5060 40 KN euler load 100 bley 0,5 2 10124 1 0321 P = PE P=0.3 EXP = 0.2 P= 100 KN 016l 50 KN /m 20 EN / m 2 ET 18= 0.5 8 = 0,3 1 m Twith L.= 6m ,7 m, 8 m, 9 m, 10m, 11 m 2= 5 m, 6m, 7 m) 8 1 9 m , 10 m R , = 3 m, 3.3 m, 3.6m, 3.9 m, 4.2 m, 4.5m Re = 3im 3,3 m , 3. 6m, 3. 9 m, 412m1 45 m. Take a set of above parameters. if at any two works more thoen 2 of the above parameters are equal those works shall be discarded. ( 3 ers mark will be given)