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Maximum displacement in Z-direction -34.383 in FE node No. 172: (12.198367, 10.562570, 15.094737 ft) Maximum displacement in Y-direction -38.295 in Member No. 6, x: 15.177368 ft Maximum displacement in X-direction 34.494 in Member No. 5, x: 14.165072 ft Maximum deformations Resultant of reactions about Z -1.33 kipft At center of gravity of model Resultant of reactions about Y 6.38 kipft At center of gravity of model Resultant of reactions about X 5.28 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -2.010 kip Deviation: 0.00 % Sum of loads in Z -2.010 kip Sum of support forces in Y 0.000 kip Sum of loads in Y 0.000 kip Sum of support forces in X 0.733 kip Deviation: 0.00 % Sum of loads in X 0.733 kip Sum of loads and sum of support forces 7 CO52 - 0.60D + 0.60W1 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 8.90e+09 -- Stiffness matrix determinant 1.20e+6729 -- 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 7.9 mrad Member No. 1, x: 18.330000 ft Maximum rotation about X-axis 5.5 mrad Member No. 1, x: 18.330000 ft Maximum vectorial displacement 43.135 in FE node No. 270: (3.617378, 13.504098, 15.047368 ft) Maximum displacement in Z-direction -42.931 in FE node No. 250: (5.079897, 13.443921, 15.031579 ft) Maximum displacement in Y-direction -36.943 in Member No. 6, x: 15.177368 ft Maximum displacement in X-direction 31.454 in FE node No. 412: (-5.296207, 11.140270, 14.526316 ft) Maximum deformations Resultant of reactions about Z -0.31 kipft At center of gravity of model Resultant of reactions about Y -7.02 kipft At center of gravity of model Resultant of reactions about X -1.65 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -4.316 kip Deviation: 0.00 % Sum of loads in Z -4.316 kip Sum of support forces in Y 0.555 kip Deviation: 0.00 % Sum of loads in Y 0.555 kip Sum of support forces in X -0.059 kip Deviation: 0.00 % Sum of loads in X -0.059 kip Sum of loads and sum of support forces 6 CO51 - D + 0.45W5 + 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 Description Value Unit Notes