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Sum of support forces in Y -0.184 kip Deviation: 0.00 % Sum of loads in Y -0.184 kip Sum of support forces in X -1.450 kip Deviation: 0.00 % Sum of loads in X -1.450 kip Sum of loads and sum of support forces 3 CO10 - 1.20D + 0.50W4 + 1.60Lr 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 2.39e+13737 -- 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 10 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 1, x: 0.000000 ft Maximum rotation about Y-axis 5.9 mrad Member No. 2, x: 19.330000 ft Maximum rotation about X-axis -7.8 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 52.993 in Member No. 11, x: 18.189018 ft Maximum displacement in Z-direction -52.394 in FE node No. 620: (14.075309, -15.826300, 15.240000 ft) Maximum displacement in Y-direction 49.992 in Member No. 11, x: 18.189018 ft Maximum displacement in X-direction -49.834 in Member No. 13, x: 20.689090 ft Maximum deformations Resultant of reactions about Z 0.00 kipft At center of gravity of model Resultant of reactions about Y 8.38 kipft At center of gravity of model Resultant of reactions about X 10.65 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -9.314 kip Deviation: 0.00 % Sum of loads in Z -9.314 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 3 CO9 - 1.20D + 0.50W3 + 1.60Lr 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 2.13e+14003 -- Description Value Unit Notes