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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 11 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis -15.9 mrad Member No. 2, x: 18.330000 ft Maximum rotation about X-axis 10.3 mrad Member No. 1, x: 18.330000 ft Maximum vectorial displacement 63.525 in FE node No. 211: (8.643770, 11.991210, 15.000000 ft) Maximum displacement in Z-direction -63.511 in FE node No. 211: (8.643770, 11.991210, 15.000000 ft) Maximum displacement in Y-direction -38.618 in Member No. 6, x: 18.212842 ft Maximum displacement in X-direction 34.880 in Member No. 5, x: 12.591175 ft Maximum deformations Resultant of reactions about Z -1.11 kipft At center of gravity of model Resultant of reactions about Y 5.54 kipft At center of gravity of model Resultant of reactions about X 5.43 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -7.621 kip Deviation: 0.00 % Sum of loads in Z -7.621 kip Sum of support forces in Y 0.000 kip Sum of loads in Y 0.000 kip Sum of support forces in X 0.611 kip Deviation: 0.00 % Sum of loads in X 0.611 kip Sum of loads and sum of support forces 3 CO7 - 1.20D + 0.50W1 + 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 8.92e+09 -- Stiffness matrix determinant 1.30e+6764 -- 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 9 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Maximum rotation about Y-axis 9.3 mrad Member No. 1, x: 18.330000 ft Maximum rotation about X-axis 6.5 mrad Member No. 1, x: 18.330000 ft Maximum vectorial displacement 46.713 in FE node No. 250: (5.079897, 13.443921, 15.031579 ft) Maximum displacement in Z-direction -46.533 in FE node No. 250: (5.079897, 13.443921, 15.031579 ft) Maximum displacement in Y-direction -37.167 in Member No. 6, x: 16.695105 ft Maximum displacement in X-direction 31.669 in Member No. 5, x: 12.591175 ft Maximum deformations Resultant of reactions about Z -0.35 kipft At center of gravity of model Resultant of reactions about Y -7.78 kipft At center of gravity of model Resultant of reactions about X -1.76 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) Resultant of reactions Sum of support forces in Z -5.285 kip Deviation: 0.00 % Sum of loads in Z -5.285 kip Sum of support forces in Y 0.617 kip Deviation: 0.00 % Sum of loads in Y 0.617 kip Sum of support forces in X -0.065 kip Deviation: 0.00 % Sum of loads in X -0.065 kip Description Value Unit Notes