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Sum of loads in Y -2.409 kip Sum of support forces in X -0.534 kip Deviation: 0.00 % Sum of loads in X -0.534 kip Sum of loads and sum of support forces W LC8 - Wind @ 90 Deg. 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 6.10e+13794 -- 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. 4, x: 19.313500 ft Maximum rotation about Y-axis 10.4 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis -12.9 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 54.182 in Member No. 11, x: 21.496112 ft Maximum displacement in Z-direction -39.279 in FE node No. 162: (-14.195496, -13.507419, 15.762452 ft) Maximum displacement in Y-direction 51.452 in Member No. 11, x: 21.496112 ft Maximum displacement in X-direction -50.293 in Member No. 13, x: 20.689090 ft Maximum deformations Resultant of reactions about Z -8.30 kipft At center of gravity of model Resultant of reactions about Y -48.52 kipft At center of gravity of model Resultant of reactions about X -23.77 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -0.226 kip Deviation: 0.00 % Sum of loads in Z -0.226 kip Sum of support forces in Y 0.415 kip Deviation: 0.00 % Sum of loads in Y 0.415 kip Sum of support forces in X 2.927 kip Deviation: 0.00 % Sum of loads in X 2.927 kip Sum of loads and sum of support forces W LC6 - Wind @ 0 Deg. 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 3.67e+13739 -- Minimum value of element of stiffness matrix on diagonal 100.00 -- Description Value Unit Notes