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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 8.92e+09 -- Stiffness matrix determinant 5.34e+6806 -- 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 10 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis 9.7 mrad FE node No. 4: (-12.578492, 26.458141, 18.000000 ft) Maximum rotation about X-axis -7.9 mrad Member No. 3, x: 12.330000 ft Maximum vectorial displacement 42.478 in Member No. 6, x: 16.695105 ft Maximum displacement in Z-direction 30.787 in FE node No. 231: (7.183570, 12.045370, 14.984211 ft) Maximum displacement in Y-direction -39.477 in Member No. 6, x: 15.177368 ft Maximum displacement in X-direction 37.038 in Member No. 5, x: 14.165072 ft Maximum deformations Resultant of reactions about Z 0.00 kipft At center of gravity of model Resultant of reactions about Y -0.14 kipft At center of gravity of model Resultant of reactions about X -0.81 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z 0.152 kip Deviation: 0.00 % Sum of loads in Z 0.152 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 5 CO39 - D + 0.60W3 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 8.87e+09 -- Stiffness matrix determinant 4.21e+6639 -- 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 Description Value Unit Notes