Bending Moment Analysis optio Stiffness matrix Deflections Reactions 0.050.0 2573 0.0150.0466670.008333 0.03 Load Vector [Ap] Point load in span Moment in simple beam under Point load Distance from the beginning of span Simple= X(L-X/(6LED [△p] 0 0 030000 #N/A #N/A fNA 70000 NA #N/A 0 0 0 0 0 0 0 可00 Section in span of ple span moments in statically determined structure 2 4 RE Defined Ranges D_‖L= OFFSET(X Globa,5) delta =OFFSET(p1x10, 0,0, 1, Nspans-1) DiagramLink =Input: SI$13Bending Moment Analysis Option 1 Shear Force Stiffness Matrix [d ] Deflections Reactions 1 2 3 1 0.05 0.015 0 2 0.015 0.046667 0.008333 3 0 0.008333 0.03 Load Vector [Dp] Point load in span 4 Moment in simple beam under Point load: Distance from the beginning of span: 40 Msimple= 0 -X(L-X)/(6LEI): 0 [Dp] 0 0 0 1 2 3 4 5 6 7 8 9 10 0 0 0 #N/A #N/A #N/A #N/A #N/A #N/A 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 Section in span 4 Distance from the beginning of span: 40 Mp 1 2 3 0 0 0 0 M = 0 Vp 1 2 3 -1 0 0 0 V = -1 Simple span moments in statically determined structure 1 2 3 4 0 0 0 0 R = Defined Ranges D_IL =OFFSET(X_Global,,5) deltaP =OFFSET(p1x10,0,0,1,Nspans-1) DiagramLink =Input!$I$13