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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 11 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 1, x: 0.000000 ft Maximum rotation about Y-axis 7.9 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis -8.5 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 51.093 in Member No. 9, x: 19.155968 ft Maximum displacement in Z-direction -37.654 in FE node No. 574: (20.153201, -12.371538, 15.346667 ft) Maximum displacement in Y-direction 50.249 in Member No. 11, x: 18.189018 ft Maximum displacement in X-direction -48.186 in Member No. 13, x: 20.689090 ft Maximum deformations Resultant of reactions about Z -3.70 kipft At center of gravity of model Resultant of reactions about Y -15.21 kipft At center of gravity of model Resultant of reactions about X -2.49 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -7.721 kip Deviation: 0.00 % Sum of loads in Z -7.721 kip Sum of support forces in Y 0.187 kip Deviation: 0.00 % Sum of loads in Y 0.187 kip Sum of support forces in X 1.317 kip Deviation: 0.00 % Sum of loads in X 1.317 kip Sum of loads and sum of support forces 6 CO42 - D + 0.45W1 + 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 5.73e+13532 -- 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 8 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 4, x: 19.548077 ft Maximum rotation about Y-axis 5.0 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 49.589 in Member No. 13, x: 22.280559 ft Maximum displacement in Z-direction -25.864 in FE node No. 195: (-11.301076, -13.507419, 16.325661 ft) Maximum displacement in Y-direction 48.371 in Member No. 11, x: 19.842565 ft Maximum displacement in X-direction -48.031 in Member No. 13, x: 22.280559 ft Maximum deformations Resultant of reactions about Z -1.31 kipft At center of gravity of model Resultant of reactions about Y 0.55 kipft At center of gravity of model Resultant of reactions about X -1.28 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -6.150 kip Deviation: 0.00 % Sum of loads in Z -6.150 kip Sum of support forces in Y 1.401 kip Deviation: 0.00 % Sum of loads in Y 1.401 kip Sum of support forces in X 0.331 kip Deviation: 0.00 % Sum of loads in X 0.331 kip Description Value Unit Notes