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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: 19.548077 ft Maximum rotation about Y-axis 11.6 mrad Member No. 2, x: 19.330000 ft Maximum rotation about X-axis -13.6 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 73.249 in FE node No. 620: (14.075309, -15.826300, 15.240000 ft) Maximum displacement in Z-direction -73.118 in FE node No. 619: (12.605900, -15.952613, 15.273333 ft) Maximum displacement in Y-direction 51.295 in Member No. 11, x: 18.189018 ft Maximum displacement in X-direction -52.078 in Member No. 13, x: 20.689090 ft Maximum deformations Resultant of reactions about Z 3.77 kipft At center of gravity of model Resultant of reactions about Y 24.21 kipft At center of gravity of model Resultant of reactions about X 38.31 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -13.668 kip Deviation: 0.00 % Sum of loads in Z -13.668 kip Sum of support forces in Y -1.204 kip Deviation: 0.00 % Sum of loads in Y -1.204 kip Sum of support forces in X -0.267 kip Deviation: 0.00 % Sum of loads in X -0.267 kip Sum of loads and sum of support forces 3 CO8 - 1.20D + 0.50W2 + 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 7.53e+14069 -- 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 0.1 mrad Member No. 1, x: 0.000000 ft Maximum rotation about Y-axis 11.9 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis -15.6 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 71.948 in FE node No. 596: (15.682394, -14.256809, 15.251667 ft) Maximum displacement in Z-direction -71.795 in FE node No. 596: (15.682394, -14.256809, 15.251667 ft) Maximum displacement in Y-direction 52.015 in Member No. 11, x: 18.189018 ft Maximum displacement in X-direction -50.668 in Member No. 13, x: 20.689090 ft Maximum deformations Resultant of reactions about Z -4.09 kipft At center of gravity of model Resultant of reactions about Y 0.04 kipft At center of gravity of model Resultant of reactions about X 18.81 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -15.412 kip Deviation: 0.00 % Sum of loads in Z -15.412 kip Sum of support forces in Y 0.207 kip Deviation: 0.00 % Sum of loads in Y 0.207 kip Sum of support forces in X 1.463 kip Deviation: 0.00 % Sum of loads in X 1.463 kip Description Value Unit Notes