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Resultant of reactions <br />Sum of support forces in Z -9.534 kip Deviation: 0.00 % <br />Sum of loads in Z -9.534 kip <br />Sum of support forces in Y 0.187 kip Deviation: 0.00 % <br />Sum of loads in Y 0.187 kip <br />Sum of support forces in X 1.317 kip Deviation: 0.00 % <br />Sum of loads in X 1.317 kip <br />Sum of loads and sum of support forces <br />6 CO47 - D + 0.45W1 + 0.75Lr <br />Speed of convergence 1.00 -- <br />Integrate preliminary form-finding <br />Number of iterations for loading prestress 15 <br />Plate bending theory Mindlin <br />Method for Equation System Direct <br />Try to calculate unstable structure <br />Consider favorable effects due to tension forces of members <br />Divide results by load factor <br />Multiplier factor 1.00 -- <br />Modify loading by multiplier factor <br />Number of load increments 1 <br />Maximum number of iterations 500 <br />Iterative method Newton-Raphson <br />Analysis type Large deformations <br />Static Analysis Settings No. 1 - Large deformations | Newton-Raphson | 500 | 1 <br />Infinity Norm 1.27e+14 -- <br />Stiffness matrix determinant 3.90e+13744 -- <br />Minimum value of element of stiffness matrix on diagonal 100.00 -- <br />Maximum value of element of stiffness matrix on diagonal 5.71e+13 -- <br />Number of iterations 10 <br />Calculation statistic <br />Maximum rotation about Z-axis 0.0 mrad Member No. 1, x: 0.000000 ft <br />Maximum rotation about Y-axis 6.1 mrad Member No. 5, x: 13.330000 ft <br />Maximum rotation about X-axis -8.3 mrad Member No. 2, x: 19.330000 ft <br />Maximum vectorial displacement 52.426 in Member No. 13, x: 20.689090 ft <br />Maximum displacement in Z-direction -48.981 in FE node No. 597: (17.139287, -14.119971, 15.243333 ft) <br />Maximum displacement in Y-direction 49.945 in Member No. 11, x: 18.189018 ft <br />Maximum displacement in X-direction -48.765 in Member No. 13, x: 22.280559 ft <br />Maximum deformations <br />Resultant of reactions about Z -0.97 kipft At center of gravity of model <br />Resultant of reactions about Y 7.18 kipft At center of gravity of model <br />Resultant of reactions about X 7.57 kipft At center of gravity of model (5.206824, -11.262029, 8.906877 ft) <br />Resultant of reactions <br />Sum of support forces in Z -8.413 kip Deviation: 0.00 % <br />Sum of loads in Z -8.413 kip <br />Sum of support forces in Y 1.051 kip Deviation: 0.00 % <br />Sum of loads in Y 1.051 kip <br />Sum of support forces in X 0.248 kip Deviation: 0.00 % <br />Sum of loads in X 0.248 kip <br />Sum of loads and sum of support forces <br />6 CO46 - D + 0.45W5 + 0.75S <br />Speed of convergence 1.00 -- <br />Integrate preliminary form-finding <br />Number of iterations for loading prestress 15 <br />Plate bending theory Mindlin <br />Method for Equation System Direct <br />Try to calculate unstable structure <br />Consider favorable effects due to tension forces of members <br />Divide results by load factor <br />Multiplier factor 1.00 -- <br />Modify loading by multiplier factor <br />Number of load increments 1 <br />Maximum number of iterations 500 <br />Iterative method Newton-Raphson <br />Analysis type Large deformations <br />Description Value Unit Notes