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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 8.38e+13652 -- 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 0.1 mrad Member No. 1, x: 0.000000 ft Maximum rotation about Y-axis 8.3 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis 8.9 mrad Member No. 4, x: 20.330000 ft Maximum vectorial displacement 50.805 in Member No. 9, x: 20.629504 ft Maximum displacement in Z-direction 37.646 in FE node No. 211: (-9.701261, -16.500830, 16.310011 ft) Maximum displacement in Y-direction 48.704 in Member No. 11, x: 16.535471 ft Maximum displacement in X-direction -48.630 in Member No. 13, x: 17.506153 ft Maximum deformations Resultant of reactions about Z 1.18 kipft At center of gravity of model Resultant of reactions about Y 22.59 kipft At center of gravity of model Resultant of reactions about X 14.77 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -3.028 kip Deviation: 0.00 % Sum of loads in Z -3.028 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 CO17 - 1.20D + W4 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 1.36e+14114 -- 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 11.3 mrad Member No. 2, x: 19.330000 ft Maximum rotation about X-axis -16.3 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 70.098 in FE node No. 646: (15.407042, -17.143167, 15.161667 ft) Maximum displacement in Z-direction 69.869 in FE node No. 646: (15.407042, -17.143167, 15.161667 ft) Maximum displacement in Y-direction 52.298 in Member No. 11, x: 21.496112 ft Maximum displacement in X-direction -52.692 in Member No. 13, x: 19.097622 ft Maximum deformations Description Value Unit Notes