§3.8 Shearing Force and Bending Moment Diagrams 53 20kN 60kN 2m- G3m. 正m 8 M=30kN m R.=233kN 2m- Re-56.7 KN (Reaction to vertical loads only） S.F.(concentrated loods) 23.3 S.F.(moment) -52 S.F.diagrom Final S.F.s -56.7 Final B.M6 46.7 56.7 B.M(concentrated loads) B.M.diagram -20 BM (moment) Fig.3.14. R2 2 S.F diagram B B.M.diagram R (a+b)-Pb d Thrust diagram 2T+T2 Fig.3.15.S.F,B.M.and thrust diagrams for system of inclined loads.53.8 Shearing Force and Bending Moment Diagrams 20 kN 60 kN -2m - A SF (concentrated loads) -56 7 1 Final B M., Fig. 3.14 1 I I I H2=T t T2 53 Fig. 3.15. S.F., B.M. and thrust diagrams for system of inclined loads