Distrubution of bending moment across the panel width It is an exterior panel. Longer span column strip -ve B.M at exterior support = 0 0.65 0.65 320.99 1.0 1.0 121.34 K N m 1 1 1 1 M 1.39 c +ve span BM = 0 0.28 0.28 0.63 0.60 0.63 320.99 0.60 90 1 1 1 1 M K N m 1.39 c -ve span BM at interior support = 0 0.10 0.10 0.75 0.75 0.75 320.99 0.75 166.50 K N m 1 1 1 1 M c c Middle strip -ve BM at exterior support = 0 0.65 0.0 0.0 K N m 1 1 M c 0 0.28 0.28 0.63 0.40 0.63 320.99 0.40 59.96 1 1 1 1 +ve span BM = M K N m 1.39 c -ve BM at interior support = 0 0.10 0.10 0.75 0.75 0.75 320.99 0.25 55.50 K N m 1 1 1 1 M 1.39 c 16