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Maximum displacement in Z-direction 19.582 in FE node No. 157: (16.815631, 3.942911, 15.615789 ft) <br />Maximum displacement in Y-direction 37.860 in Member No. 8, x: 14.702599 ft <br />Maximum displacement in X-direction -33.896 in Member No. 7, x: 13.033478 ft <br />Maximum deformations <br />Resultant of reactions about Z -0.69 kipft At center of gravity of model <br />Resultant of reactions about Y -15.71 kipft At center of gravity of model <br />Resultant of reactions about X -4.78 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 -2.463 kip Deviation: 0.00 % <br />Sum of loads in Z -2.463 kip <br />Sum of support forces in Y 1.234 kip Deviation: 0.00 % <br />Sum of loads in Y 1.234 kip <br />Sum of support forces in X -0.130 kip Deviation: 0.00 % <br />Sum of loads in X -0.130 kip <br />Sum of loads and sum of support forces <br />4 CO18 - 1.20D + W5 <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 8.89e+09 -- <br />Stiffness matrix determinant 1.42e+6723 -- <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 -7.4 mrad Member No. 2, x: 18.330000 ft <br />Maximum rotation about X-axis -4.6 mrad Member No. 2, x: 18.330000 ft <br />Maximum vectorial displacement 41.653 in FE node No. 228: (5.260110, 16.060493, 15.078947 ft) <br />Maximum displacement in Z-direction -41.175 in FE node No. 249: (4.436425, 14.788313, 15.094737 ft) <br />Maximum displacement in Y-direction 37.822 in Member No. 8, x: 14.702599 ft <br />Maximum displacement in X-direction 32.862 in Member No. 5, x: 14.165072 ft <br />Maximum deformations <br />Resultant of reactions about Z -0.79 kipft At center of gravity of model <br />Resultant of reactions about Y -10.72 kipft At center of gravity of model <br />Resultant of reactions about X -8.10 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 -3.956 kip Deviation: 0.00 % <br />Sum of loads in Z -3.956 kip <br />Sum of support forces in Y 0.033 kip Deviation: 0.00 % <br />Sum of loads in Y 0.033 kip <br />Sum of support forces in X -1.225 kip Deviation: 0.00 % <br />Sum of loads in X -1.225 kip <br />Sum of loads and sum of support forces <br />4 CO17 - 1.20D + W4 <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 />Description Value Unit Notes