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Sum of support forces in Y -0.368 kip Deviation: 0.00 % Sum of loads in Y -0.368 kip Sum of support forces in X -2.901 kip Deviation: 0.00 % Sum of loads in X -2.901 kip Sum of loads and sum of support forces 4 CO27 - 1.20D + W4 + 0.50Lr Speed of convergence 1.00 -- Integrate preliminary form-finding Number of iterations for loading prestress 15 Plate bending theory Mindlin Method for Equation System Direct Try to calculate unstable structure Consider favorable effects due to tension forces of members Divide results by load factor Multiplier factor 1.00 -- Modify loading by multiplier factor Number of load increments 1 Maximum number of iterations 500 Iterative method Newton-Raphson Analysis type Large deformations Static Analysis Settings No. 1 - Large deformations | Newton-Raphson | 500 | 1 Infinity Norm 1.27e+14 -- Stiffness matrix determinant 8.62e+14017 -- Minimum value of element of stiffness matrix on diagonal 100.00 -- Maximum value of element of stiffness matrix on diagonal 5.71e+13 -- Number of iterations 12 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 1, x: 0.000000 ft Maximum rotation about Y-axis 9.3 mrad Member No. 2, x: 19.330000 ft Maximum rotation about X-axis -13.6 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 62.679 in FE node No. 646: (15.407042, -17.143167, 15.161667 ft) Maximum displacement in Z-direction 62.418 in FE node No. 646: (15.407042, -17.143167, 15.161667 ft) Maximum displacement in Y-direction 51.739 in Member No. 11, x: 21.496112 ft Maximum displacement in X-direction -52.114 in Member No. 13, x: 19.097622 ft Maximum deformations Resultant of reactions about Z 0.00 kipft At center of gravity of model Resultant of reactions about Y -23.18 kipft At center of gravity of model Resultant of reactions about X -31.98 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z 3.086 kip Deviation: 0.00 % Sum of loads in Z 3.086 kip Sum of support forces in Y 0.000 kip Sum of loads in Y 0.000 kip Sum of support forces in X 0.000 kip Sum of loads in X 0.000 kip Sum of loads and sum of support forces 4 CO26 - 1.20D + W3 + 0.50Lr Speed of convergence 1.00 -- Integrate preliminary form-finding Number of iterations for loading prestress 15 Plate bending theory Mindlin Method for Equation System Direct Try to calculate unstable structure Consider favorable effects due to tension forces of members Divide results by load factor Multiplier factor 1.00 -- Modify loading by multiplier factor Number of load increments 1 Maximum number of iterations 500 Iterative method Newton-Raphson Analysis type Large deformations Static Analysis Settings No. 1 - Large deformations | Newton-Raphson | 500 | 1 Infinity Norm 1.27e+14 -- Stiffness matrix determinant 1.03e+13677 -- Description Value Unit Notes