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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 8.90e+09 -- Stiffness matrix determinant 1.14e+6714 -- 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 -8.5 mrad Member No. 2, x: 18.330000 ft Maximum rotation about X-axis -5.5 mrad Member No. 2, x: 18.330000 ft Maximum vectorial displacement 40.619 in Member No. 8, x: 14.702599 ft Maximum displacement in Z-direction 19.656 in FE node No. 157: (16.815631, 3.942911, 15.615789 ft) Maximum displacement in Y-direction 37.857 in Member No. 8, x: 14.702599 ft Maximum displacement in X-direction -33.894 in Member No. 7, x: 13.033478 ft Maximum deformations Resultant of reactions about Z -0.69 kipft At center of gravity of model Resultant of reactions about Y -15.71 kipft At center of gravity of model Resultant of reactions about X -4.78 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -1.584 kip Deviation: 0.00 % Sum of loads in Z -1.584 kip Sum of support forces in Y 1.234 kip Deviation: 0.00 % Sum of loads in Y 1.234 kip Sum of support forces in X -0.130 kip Deviation: 0.00 % Sum of loads in X -0.130 kip Sum of loads and sum of support forces 5 CO33 - 0.90D + W5 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 8.89e+09 -- Stiffness matrix determinant 1.78e+6722 -- 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 -7.4 mrad Member No. 2, x: 18.330000 ft Maximum rotation about X-axis -4.6 mrad Member No. 2, x: 18.330000 ft Maximum vectorial displacement 41.478 in FE node No. 228: (5.260110, 16.060493, 15.078947 ft) Maximum displacement in Z-direction -40.987 in FE node No. 249: (4.436425, 14.788313, 15.094737 ft) Maximum displacement in Y-direction 37.834 in Member No. 8, x: 14.702599 ft Maximum displacement in X-direction 32.879 in Member No. 5, x: 14.165072 ft Maximum deformations Description Value Unit Notes