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Static Analysis Settings No. 1 - Large deformations | Newton-Raphson | 500 | 1 Infinity Norm 1.27e+14 -- Stiffness matrix determinant 5.48e+14096 -- 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 13 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 1, x: 0.000000 ft Maximum rotation about Y-axis 11.7 mrad Member No. 2, x: 19.330000 ft Maximum rotation about X-axis -16.3 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 75.717 in FE node No. 621: (15.544718, -15.699988, 15.206667 ft) Maximum displacement in Z-direction -75.435 in FE node No. 596: (15.682394, -14.256809, 15.251667 ft) Maximum displacement in Y-direction 52.145 in Member No. 11, x: 18.189018 ft Maximum displacement in X-direction -51.128 in Member No. 13, x: 20.689090 ft Maximum deformations Resultant of reactions about Z -1.10 kipft At center of gravity of model Resultant of reactions about Y 24.73 kipft At center of gravity of model Resultant of reactions about X 29.97 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -16.185 kip Deviation: 0.00 % Sum of loads in Z -16.185 kip Sum of support forces in Y 1.168 kip Deviation: 0.00 % Sum of loads in Y 1.168 kip Sum of support forces in X 0.276 kip Deviation: 0.00 % Sum of loads in X 0.276 kip Sum of loads and sum of support forces 3 CO11 - 1.20D + 0.50W5 + 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 6.44e+14003 -- 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 12 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 4, x: 19.313500 ft Maximum rotation about Y-axis 12.3 mrad Member No. 2, x: 19.330000 ft Maximum rotation about X-axis -13.2 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 74.443 in FE node No. 645: (13.925117, -17.258953, 15.220000 ft) Maximum displacement in Z-direction -74.208 in FE node No. 620: (14.075309, -15.826300, 15.240000 ft) Maximum displacement in Y-direction 51.227 in Member No. 11, x: 18.189018 ft Maximum displacement in X-direction -52.170 in Member No. 13, x: 22.280559 ft Maximum deformations Resultant of reactions about Z 0.68 kipft At center of gravity of model Resultant of reactions about Y 36.16 kipft At center of gravity of model Resultant of reactions about X 38.47 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -13.734 kip Deviation: 0.00 % Sum of loads in Z -13.734 kip Description Value Unit Notes