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Resultant of reactions about Z 0.00 kipft At center of gravity of model <br />Resultant of reactions about Y -0.08 kipft At center of gravity of model <br />Resultant of reactions about X 0.08 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) <br />Resultant of reactions <br />Sum of support forces in Z -2.949 kip Deviation: 0.00 % <br />Sum of loads in Z -2.949 kip <br />Sum of support forces in Y 3.049 kip Deviation: 0.00 % <br />Sum of loads in Y 3.049 kip <br />Sum of support forces in X 3.049 kip Deviation: 0.00 % <br />Sum of loads in X 3.049 kip <br />Sum of loads and sum of support forces <br />Qe LC13 - Seismic <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 8.93e+09 -- <br />Stiffness matrix determinant 4.35e+6814 -- <br />Minimum value of element of stiffness matrix on diagonal 100.00 -- <br />Maximum value of element of stiffness matrix on diagonal 4.40e+09 -- <br />Number of iterations 9 <br />Calculation statistic <br />Maximum rotation about Z-axis 0.0 mrad <br />Maximum rotation about Y-axis 10.8 mrad Member No. 1, x: 18.330000 ft <br />Maximum rotation about X-axis 7.4 mrad Member No. 1, x: 18.330000 ft <br />Maximum vectorial displacement 52.630 in FE node No. 210: (8.004936, 13.323567, 15.000000 ft) <br />Maximum displacement in Z-direction -52.590 in FE node No. 210: (8.004936, 13.323567, 15.000000 ft) <br />Maximum displacement in Y-direction -37.629 in Member No. 6, x: 16.695105 ft <br />Maximum displacement in X-direction 33.287 in Member No. 5, x: 12.591175 ft <br />Maximum deformations <br />Resultant of reactions about Z 0.00 kipft At center of gravity of model <br />Resultant of reactions about Y 0.11 kipft At center of gravity of model <br />Resultant of reactions about X 0.64 kipft At center of gravity of model (8.256732, 12.812667, 7.990012 ft) <br />Resultant of reactions <br />Sum of support forces in Z -2.460 kip Deviation: 0.00 % <br />Sum of loads in Z -2.460 kip <br />Sum of support forces in Y 0.000 kip <br />Sum of loads in Y 0.000 kip <br />Sum of support forces in X 0.000 kip <br />Sum of loads in X 0.000 kip <br />Sum of loads and sum of support forces <br />Lr LC12 - Live Load <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 />Description Value Unit Notes