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Maximum rotation about Z-axis 0.0 mrad Member No. 1, x: 0.000000 ft Maximum rotation about Y-axis 7.4 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis -8.9 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 51.143 in Member No. 11, x: 16.535471 ft Maximum displacement in Z-direction -37.325 in FE node No. 718: (10.435596, -21.725328, 15.426667 ft) Maximum displacement in Y-direction 48.212 in Member No. 11, x: 16.535471 ft Maximum displacement in X-direction -48.764 in Member No. 13, x: 20.689090 ft Maximum deformations Resultant of reactions about Z 1.15 kipft At center of gravity of model Resultant of reactions about Y 26.88 kipft At center of gravity of model Resultant of reactions about X 20.62 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -4.705 kip Deviation: 0.00 % Sum of loads in Z -4.705 kip 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 CO22 - 1.20D + W4 + 0.50S 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 2.74e+14061 -- 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 13 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 1, x: 0.000000 ft Maximum rotation about Y-axis 10.1 mrad Member No. 2, x: 19.330000 ft Maximum rotation about X-axis -14.8 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 65.964 in FE node No. 646: (15.407042, -17.143167, 15.161667 ft) Maximum displacement in Z-direction 65.718 in FE node No. 646: (15.407042, -17.143167, 15.161667 ft) Maximum displacement in Y-direction 51.987 in Member No. 11, x: 21.496112 ft Maximum displacement in X-direction -52.371 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 -26.16 kipft At center of gravity of model Resultant of reactions about X -36.07 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z 4.276 kip Deviation: 0.00 % Sum of loads in Z 4.276 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 CO21 - 1.20D + W3 + 0.50S Speed of convergence 1.00 -- Integrate preliminary form-finding Description Value Unit Notes