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Resultant of reactions about Z 0.57 kipft At center of gravity of model Resultant of reactions about Y 21.89 kipft At center of gravity of model Resultant of reactions about X 21.49 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -8.032 kip Deviation: 0.00 % Sum of loads in Z -8.032 kip Sum of support forces in Y -0.166 kip Deviation: 0.00 % Sum of loads in Y -0.166 kip Sum of support forces in X -1.305 kip Deviation: 0.00 % Sum of loads in X -1.305 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 1.27e+14 -- Stiffness matrix determinant 2.74e+13311 -- Minimum value of element of stiffness matrix on diagonal 100.00 -- Maximum value of element of stiffness matrix on diagonal 5.71e+13 -- Number of iterations 7 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis 2.1 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis -3.1 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 49.815 in Member No. 13, x: 19.097622 ft Maximum displacement in Z-direction 20.961 in FE node No. 697: (16.638648, -19.934791, 14.963333 ft) Maximum displacement in Y-direction 48.718 in Member No. 11, x: 21.496112 ft Maximum displacement in X-direction -48.955 in Member No. 13, x: 19.097622 ft Maximum deformations Resultant of reactions about Z 0.00 kipft At center of gravity of model Resultant of reactions about Y -2.88 kipft At center of gravity of model Resultant of reactions about X -4.14 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -3.953 kip Deviation: 0.00 % Sum of loads in Z -3.953 kip Sum of support forces in Y 0.000 kip Sum of loads in Y 0.000 kip Sum of support forces in X 0.000 kip Sum of loads in X 0.000 kip Sum of loads and sum of support forces 6 CO49 - D + 0.45W3 + 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 Description Value Unit Notes