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Infinity Norm 8.89e+09 -- Stiffness matrix determinant 4.33e+6687 -- 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 8 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis 7.4 mrad Member No. 1, x: 18.330000 ft Maximum rotation about X-axis 5.1 mrad Member No. 1, x: 18.330000 ft Maximum vectorial displacement 41.042 in Member No. 6, x: 15.177368 ft Maximum displacement in Z-direction 17.399 in FE node No. 264: (-0.257372, 21.606557, 15.615789 ft) Maximum displacement in Y-direction -38.740 in Member No. 6, x: 15.177368 ft Maximum displacement in X-direction 36.276 in Member No. 5, x: 14.165072 ft Maximum deformations Resultant of reactions about Z -0.76 kipft At center of gravity of model Resultant of reactions about Y 12.65 kipft At center of gravity of model Resultant of reactions about X 3.00 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z 0.744 kip Deviation: 0.00 % Sum of loads in Z 0.744 kip Sum of support forces in Y -1.036 kip Deviation: 0.00 % Sum of loads in Y -1.036 kip Sum of support forces in X 0.157 kip Deviation: 0.00 % Sum of loads in X 0.157 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 8.88e+09 -- Stiffness matrix determinant 9.14e+6694 -- 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 9 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis 6.6 mrad Member No. 1, x: 18.330000 ft Maximum rotation about X-axis 4.6 mrad Member No. 1, x: 18.330000 ft Maximum vectorial displacement 38.863 in Member No. 6, x: 15.177368 ft Maximum displacement in Z-direction -37.738 in FE node No. 172: (12.198367, 10.562570, 15.094737 ft) Maximum displacement in Y-direction -38.781 in Member No. 6, x: 15.177368 ft Maximum displacement in X-direction 34.846 in Member No. 5, x: 14.165072 ft Maximum deformations Resultant of reactions about Z -1.87 kipft At center of gravity of model Resultant of reactions about Y 9.00 kipft At center of gravity of model Resultant of reactions about X 7.45 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -0.355 kip Deviation: 0.00 % Sum of loads in Z -0.355 kip Sum of support forces in Y 0.001 kip Deviation: 0.01 % Sum of loads in Y 0.001 kip Description Value Unit Notes