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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 1.27e+14 -- Stiffness matrix determinant 1.54e+13517 -- 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 8 Calculation statistic Maximum rotation about Z-axis 0.1 mrad Member No. 1, x: 0.000000 ft Maximum rotation about Y-axis 6.1 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis 6.4 mrad Member No. 4, x: 20.330000 ft Maximum vectorial displacement 49.359 in Member No. 9, x: 20.629504 ft Maximum displacement in Z-direction 31.430 in FE node No. 211: (-9.701261, -16.500830, 16.310011 ft) Maximum displacement in Y-direction 48.198 in Member No. 11, x: 16.535471 ft Maximum displacement in X-direction -48.417 in Member No. 13, x: 19.097622 ft Maximum deformations Resultant of reactions about Z 0.73 kipft At center of gravity of model Resultant of reactions about Y 13.62 kipft At center of gravity of model Resultant of reactions about X 8.86 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -3.243 kip Deviation: 0.00 % Sum of loads in Z -3.243 kip Sum of support forces in Y -0.221 kip Deviation: 0.00 % Sum of loads in Y -0.221 kip Sum of support forces in X -1.741 kip Deviation: 0.00 % Sum of loads in X -1.741 kip Sum of loads and sum of support forces 5 CO40 - D + 0.60W4 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 2.91e+13935 -- 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 11 Calculation statistic Description Value Unit Notes