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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 6.0 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 53.037 in Member No. 11, x: 18.189018 ft Maximum displacement in Z-direction -52.679 in FE node No. 620: (14.075309, -15.826300, 15.240000 ft) Maximum displacement in Y-direction 50.054 in Member No. 11, x: 18.189018 ft Maximum displacement in X-direction -49.898 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 8.77 kipft At center of gravity of model Resultant of reactions about X 11.47 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -3.371 kip Deviation: 0.00 % Sum of loads in Z -3.371 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 S LC3 - Snow 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 3.84e+12904 -- 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 5 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis 0.9 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis -1.2 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 47.772 in FE node No. 632: (31.708218, -14.310555, 14.840000 ft) Maximum displacement in Z-direction -10.045 in FE node No. 593: (11.311715, -14.667324, 15.276667 ft) Maximum displacement in Y-direction 47.455 in Member No. 11, x: 19.842565 ft Maximum displacement in X-direction -47.632 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 0.04 kipft At center of gravity of model Resultant of reactions about X -0.20 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -5.094 kip Deviation: 0.00 % Sum of loads in Z -5.094 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 Description Value Unit Notes