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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 -5.9 mrad Member No. 2, x: 18.330000 ft Maximum rotation about X-axis -3.8 mrad Member No. 2, x: 18.330000 ft Maximum vectorial displacement 39.137 in Member No. 8, x: 14.702599 ft Maximum displacement in Z-direction 14.981 in FE node No. 157: (16.815631, 3.942911, 15.615789 ft) Maximum displacement in Y-direction 37.359 in Member No. 8, x: 14.702599 ft Maximum displacement in X-direction -33.028 in Member No. 7, x: 13.033478 ft Maximum deformations Resultant of reactions about Z -0.41 kipft At center of gravity of model Resultant of reactions about Y -9.43 kipft At center of gravity of model Resultant of reactions about X -2.86 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -2.299 kip Deviation: 0.00 % Sum of loads in Z -2.299 kip Sum of support forces in Y 0.740 kip Deviation: 0.00 % Sum of loads in Y 0.740 kip Sum of support forces in X -0.078 kip Deviation: 0.00 % Sum of loads in X -0.078 kip Sum of loads and sum of support forces 5 CO41 - D + 0.60W5 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 8.86e+09 -- Stiffness matrix determinant 1.98e+6655 -- 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 -5.5 mrad Member No. 2, x: 18.330000 ft Maximum rotation about X-axis -3.4 mrad Member No. 2, x: 18.330000 ft Maximum vectorial displacement 38.234 in Member No. 6, x: 16.695105 ft Maximum displacement in Z-direction -35.370 in FE node No. 249: (4.436425, 14.788313, 15.094737 ft) Maximum displacement in Y-direction 37.108 in Member No. 8, x: 14.702599 ft Maximum displacement in X-direction 32.571 in Member No. 5, x: 14.165072 ft Maximum deformations Resultant of reactions about Z -0.48 kipft At center of gravity of model Resultant of reactions about Y -6.44 kipft At center of gravity of model Resultant of reactions about X -4.87 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -3.194 kip Deviation: 0.00 % Sum of loads in Z -3.194 kip Sum of support forces in Y 0.020 kip Deviation: 0.00 % Sum of loads in Y 0.020 kip Sum of support forces in X -0.735 kip Deviation: 0.00 % Sum of loads in X -0.735 kip Description Value Unit Notes