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Sum of support forces in Z -0.372 kip Deviation: 0.00 % Sum of loads in Z -0.372 kip Sum of support forces in Y 0.028 kip Deviation: 0.00 % Sum of loads in Y 0.028 kip Sum of support forces in X -1.039 kip Deviation: 0.00 % Sum of loads in X -1.039 kip Sum of loads and sum of support forces W LC10 - Wind @ 180 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 8.98e+09 -- Stiffness matrix determinant 2.95e+6888 -- Minimum value of element of stiffness matrix on diagonal 100.00 -- Maximum value of element of stiffness matrix on diagonal 4.40e+09 -- Number of iterations 11 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis 14.1 mrad Member No. 1, x: 18.330000 ft Maximum rotation about X-axis -11.2 mrad Member No. 3, x: 12.330000 ft Maximum vectorial displacement 44.891 in Member No. 6, x: 16.695105 ft Maximum displacement in Z-direction 40.918 in FE node No. 231: (7.183570, 12.045370, 14.984211 ft) Maximum displacement in Y-direction -40.297 in Member No. 6, x: 16.695105 ft Maximum displacement in X-direction 38.253 in Member No. 5, x: 14.165072 ft Maximum deformations Resultant of reactions about Z 0.00 kipft At center of gravity of model Resultant of reactions about Y -0.26 kipft At center of gravity of model Resultant of reactions about X -1.34 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z 5.090 kip Deviation: 0.00 % Sum of loads in Z 5.090 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 Description Value Unit Notes