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Maximum rotation about Z-axis 0.0 mrad Member No. 4, x: 19.313500 ft Maximum rotation about Y-axis 8.7 mrad FE node No. 5: (-7.162202, -33.018136, 19.000000 ft) Maximum rotation about X-axis -9.3 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 61.754 in FE node No. 645: (13.925117, -17.258953, 15.220000 ft) Maximum displacement in Z-direction -61.520 in FE node No. 644: (12.443192, -17.374739, 15.278333 ft) Maximum displacement in Y-direction 50.044 in Member No. 11, x: 18.189018 ft Maximum displacement in X-direction -51.237 in Member No. 13, x: 22.280559 ft Maximum deformations Resultant of reactions about Z 0.64 kipft At center of gravity of model Resultant of reactions about Y 25.88 kipft At center of gravity of model Resultant of reactions about X 25.65 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -9.910 kip Deviation: 0.00 % Sum of loads in Z -9.910 kip Sum of support forces in Y -0.184 kip Deviation: 0.00 % Sum of loads in Y -0.184 kip Sum of support forces in X -1.450 kip Deviation: 0.00 % Sum of loads in X -1.450 kip Sum of loads and sum of support forces 3 CO5 - 1.20D + 0.50W4 + 1.60S 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 1.01e+13153 -- 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 7 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis 1.5 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis -2.2 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 48.966 in Member No. 13, x: 19.097622 ft Maximum displacement in Z-direction 15.804 in Member No. 9, x: 19.155968 ft Maximum displacement in Y-direction 48.302 in Member No. 11, x: 19.842565 ft Maximum displacement in X-direction -48.539 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 -1.79 kipft At center of gravity of model Resultant of reactions about X -2.71 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -5.398 kip Deviation: 0.00 % Sum of loads in Z -5.398 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 3 CO4 - 1.20D + 0.50W3 + 1.60S Speed of convergence 1.00 -- Integrate preliminary form-finding Description Value Unit Notes