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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 8.93e+09 -- Stiffness matrix determinant 2.90e+6801 -- 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 10.5 mrad Member No. 1, x: 18.330000 ft Maximum rotation about X-axis 7.2 mrad Member No. 1, x: 18.330000 ft Maximum vectorial displacement 52.828 in FE node No. 230: (6.542417, 13.383744, 15.015789 ft) Maximum displacement in Z-direction -52.760 in FE node No. 230: (6.542417, 13.383744, 15.015789 ft) Maximum displacement in Y-direction -37.274 in Member No. 6, x: 16.695105 ft Maximum displacement in X-direction 33.128 in Member No. 5, x: 12.591175 ft Maximum deformations Resultant of reactions about Z -0.36 kipft At center of gravity of model Resultant of reactions about Y -4.77 kipft At center of gravity of model Resultant of reactions about X -3.18 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -4.971 kip Deviation: 0.00 % Sum of loads in Z -4.971 kip Sum of support forces in Y 0.015 kip Deviation: 0.00 % Sum of loads in Y 0.015 kip Sum of support forces in X -0.551 kip Deviation: 0.00 % Sum of loads in X -0.551 kip Sum of loads and sum of support forces 6 CO50 - D + 0.45W4 + 0.75Lr 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 8.83e+09 -- Stiffness matrix determinant 4.95e+6536 -- 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 7 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis 2.5 mrad Member No. 1, x: 18.330000 ft Maximum rotation about X-axis -2.1 mrad Member No. 3, x: 12.330000 ft Maximum vectorial displacement 38.013 in Member No. 6, x: 15.177368 ft Maximum displacement in Z-direction 5.998 in FE node No. 412: (-5.296207, 11.140270, 14.526316 ft) Maximum displacement in Y-direction -37.559 in Member No. 6, x: 15.177368 ft Maximum displacement in X-direction 34.275 in Member No. 5, x: 14.165072 ft Maximum deformations Description Value Unit Notes