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Static Analysis Settings No. 1 - Large deformations | Newton-Raphson | 500 | 1 Infinity Norm 1.27e+14 -- Stiffness matrix determinant 2.21e+13655 -- 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 10 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 2, x: 18.256111 ft Maximum rotation about Y-axis 5.0 mrad Member No. 2, x: 19.330000 ft Maximum rotation about X-axis -6.7 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 52.063 in Member No. 11, x: 18.189018 ft Maximum displacement in Z-direction -46.579 in FE node No. 669: (12.280485, -18.796866, 15.283333 ft) Maximum displacement in Y-direction 48.749 in Member No. 11, x: 18.189018 ft Maximum displacement in X-direction -49.981 in Member No. 13, x: 22.280559 ft Maximum deformations Resultant of reactions about Z 0.54 kipft At center of gravity of model Resultant of reactions about Y 16.83 kipft At center of gravity of model Resultant of reactions about X 15.35 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -6.229 kip Deviation: 0.00 % Sum of loads in Z -6.229 kip Sum of support forces in Y -0.166 kip Deviation: 0.00 % Sum of loads in Y -0.166 kip Sum of support forces in X -1.305 kip Deviation: 0.00 % Sum of loads in X -1.305 kip Sum of loads and sum of support forces 6 CO45 - D + 0.45W4 + 0.75S 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 9.49e+13626 -- 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 9 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 1, x: 0.000000 ft Maximum rotation about Y-axis 4.0 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis -6.2 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 52.369 in Member No. 13, x: 19.097622 ft Maximum displacement in Z-direction 37.031 in FE node No. 672: (16.763808, -18.481086, 15.033333 ft) Maximum displacement in Y-direction 49.839 in Member No. 11, x: 21.496112 ft Maximum displacement in X-direction -50.106 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 -7.52 kipft At center of gravity of model Resultant of reactions about X -10.45 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -2.126 kip Deviation: 0.00 % Sum of loads in Z -2.126 kip Description Value Unit Notes