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Infinity Norm 1.27e+14 -- Stiffness matrix determinant 4.58e+14118 -- 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 11.4 mrad Member No. 2, x: 19.330000 ft Maximum rotation about X-axis -16.5 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 70.391 in FE node No. 646: (15.407042, -17.143167, 15.161667 ft) Maximum displacement in Z-direction 70.163 in FE node No. 646: (15.407042, -17.143167, 15.161667 ft) Maximum displacement in Y-direction 52.297 in Member No. 11, x: 21.496112 ft Maximum displacement in X-direction -52.691 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 -30.28 kipft At center of gravity of model Resultant of reactions about X -41.55 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z 12.032 kip Deviation: 0.00 % Sum of loads in Z 12.032 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 W LC9 - Uplift 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 2.66e+13661 -- 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 0.1 mrad Member No. 1, x: 0.000000 ft Maximum rotation about Y-axis 7.7 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis 7.0 mrad Member No. 4, x: 20.330000 ft Maximum vectorial displacement 52.203 in Member No. 13, x: 17.506153 ft Maximum displacement in Z-direction 34.108 in FE node No. 150: (-15.734906, -9.004946, 15.954681 ft) Maximum displacement in Y-direction 48.183 in Member No. 11, x: 19.842565 ft Maximum displacement in X-direction -49.759 in Member No. 13, x: 17.506153 ft Maximum deformations Resultant of reactions about Z 7.65 kipft At center of gravity of model Resultant of reactions about Y -0.11 kipft At center of gravity of model Resultant of reactions about X 14.87 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z 3.284 kip Deviation: 0.00 % Sum of loads in Z 3.284 kip Sum of support forces in Y -2.409 kip Deviation: 0.00 % Description Value Unit Notes