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Maximum displacement in X-direction -51.640 in Member No. 13, x: 19.097622 ft | CO54 Maximum deformations 2.4 DS2 - Section 2.4 (ASD), 1. to 7. Maximum rotation about Z-axis -0.1 mrad Member No. 4, x: 19.313500 ft | CO29 Maximum rotation about Y-axis 12.3 mrad Member No. 2, x: 19.330000 ft | CO10 Maximum rotation about X-axis -16.4 mrad Member No. 2, x: 19.330000 ft | CO31 Maximum vectorial displacement 75.717 in FE node No. 621: (15.544718, -15.699988, 15.206667 ft) | CO11 Maximum displacement in Z-direction -75.435 in FE node No. 596: (15.682394, -14.256809, 15.251667 ft) | CO11 Maximum displacement in Y-direction 52.298 in Member No. 11, x: 21.496112 ft | CO16 Maximum displacement in X-direction -52.692 in Member No. 13, x: 19.097622 ft | CO16 Maximum deformations 2.3 DS1 - Section 2.3 (LRFD), 1. to 5. 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 1.28e+14 -- Stiffness matrix determinant 7.24e+12703 -- Minimum value of element of stiffness matrix on diagonal 100.00 -- Maximum value of element of stiffness matrix on diagonal 5.79e+13 -- Number of iterations 87 Calculation statistic Maximum rotation about Z-axis 0.0 mrad Member No. 4, x: 20.330000 ft Maximum rotation about Y-axis 1.5 mrad Member No. 5, x: 13.330000 ft Maximum rotation about X-axis -1.8 mrad Member No. 2, x: 19.330000 ft Maximum vectorial displacement 26.465 in FE node No. 178: (-12.748286, -13.507419, 16.044057 ft) Maximum displacement in Z-direction -25.454 in FE node No. 178: (-12.748286, -13.507419, 16.044057 ft) Maximum displacement in Y-direction 6.523 in Member No. 11, x: 18.189018 ft Maximum displacement in X-direction 6.576 in FE node No. 178: (-12.748286, -13.507419, 16.044057 ft) Maximum deformations Resultant of reactions about Z -0.07 kipft At center of gravity of model Resultant of reactions about Y -0.30 kipft At center of gravity of model Resultant of reactions about X 0.23 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) Resultant of reactions Sum of support forces in Z -5.142 kip Deviation: 0.00 % Sum of loads in Z -5.142 kip Sum of support forces in Y 5.317 kip Deviation: 0.00 % Sum of loads in Y 5.317 kip Sum of support forces in X 5.317 kip Deviation: 0.00 % Sum of loads in X 5.317 kip Sum of loads and sum of support forces Qe LC13 - Seismic 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 Description Value Unit Notes