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Sum of support forces in X 1.036 kip Deviation: 0.00 % Sum of loads in X 1.036 kip Sum of loads and sum of support forces W LC6 - Wind @ 0 Deg. 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 8.89e+09 -- Stiffness matrix determinant 3.93e+6735 -- 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 8 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis -7.6 mrad Member No. 2, x: 18.330000 ft Maximum rotation about X-axis 5.2 mrad Member No. 1, x: 18.330000 ft Maximum vectorial displacement 44.663 in FE node No. 210: (8.004936, 13.323567, 15.000000 ft) Maximum displacement in Z-direction -44.616 in FE node No. 210: (8.004936, 13.323567, 15.000000 ft) Maximum displacement in Y-direction -37.069 in Member No. 6, x: 16.695105 ft Maximum displacement in X-direction 32.787 in Member No. 5, x: 12.591175 ft Maximum deformations Resultant of reactions about Z 0.00 kipft At center of gravity of model Resultant of reactions about Y 0.06 kipft At center of gravity of model Resultant of reactions about X 0.38 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -1.436 kip Deviation: 0.00 % Sum of loads in Z -1.436 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 8.81e+09 -- Stiffness matrix determinant 3.84e+6376 -- Minimum value of element of stiffness matrix on diagonal 100.00 -- Maximum value of element of stiffness matrix on diagonal 4.40e+09 -- Description Value Unit Notes