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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 3.68e+13528 -- <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 8 <br />Calculation statistic <br />Description Value Unit Notes <br />10 0.309 0.909 -1.345 -15.31 6.59 0.00 <br />13 Mz -0.154 -0.621 -1.328 10.63 -5.08 0.00 <br />15 -0.343 -0.458 -1.363 8.86 -6.64 0.00 <br />12 My 0.548 -0.194 -0.596 2.58 7.31 0.00 <br />10 0.309 0.909 -1.345 -15.31 6.59 0.00 <br />13 Mx -0.154 -0.621 -1.328 10.63 -5.08 0.00 <br />15 -0.343 -0.458 -1.363 8.86 -6.64 0.00 <br />14 Pz -0.360 0.363 -0.462 -4.12 -4.08 0.00 <br />13 -0.154 -0.621 -1.328 10.63 -5.08 0.00 <br />10 Py 0.309 0.909 -1.345 -15.31 6.59 0.00 <br />14 -0.360 0.363 -0.462 -4.12 -4.08 0.00 <br />12 D LC2 Px 0.548 -0.194 -0.596 2.58 7.31 0.00 <br />Total max/min values with corresponding values <br />15 D LC2 -0.343 -0.458 -1.363 8.86 -6.64 0.00 <br />14 D LC2 -0.360 0.363 -0.462 -4.12 -4.08 0.00 <br />13 D LC2 -0.154 -0.621 -1.328 10.63 -5.08 0.00 <br />12 D LC2 0.548 -0.194 -0.596 2.58 7.31 0.00 <br />10 D LC2 0.309 0.909 -1.345 -15.31 6.59 0.00 <br />Σ 0.000 0.000 0.000 Support Forces <br />Σ 0.000 0.000 0.000 Loads <br />Tp LC1 PX [kip]PY [kip]PZ [kip] <br />Sum of loads and sum of support forces <br />13 -0.069 -0.546 0.004 9.04 -3.36 0.00 <br />10 Mz 0.233 0.722 -0.077 -12.16 5.00 0.00 <br />15 -0.269 -0.349 -0.102 6.74 -5.19 0.00 <br />12 My 0.434 -0.156 0.067 2.09 5.78 0.00 <br />10 0.233 0.722 -0.077 -12.16 5.00 0.00 <br />13 Mx -0.069 -0.546 0.004 9.04 -3.36 0.00 <br />15 -0.269 -0.349 -0.102 6.74 -5.19 0.00 <br />14 Pz -0.329 0.329 0.108 -3.73 -3.73 0.00 <br />13 -0.069 -0.546 0.004 9.04 -3.36 0.00 <br />10 Py 0.233 0.722 -0.077 -12.16 5.00 0.00 <br />14 -0.329 0.329 0.108 -3.73 -3.73 0.00 <br />12 Tp LC1 Px 0.434 -0.156 0.067 2.09 5.78 0.00 <br />Total max/min values with corresponding values <br />15 Tp LC1 -0.269 -0.349 -0.102 6.74 -5.19 0.00 <br />14 Tp LC1 -0.329 0.329 0.108 -3.73 -3.73 0.00 <br />13 Tp LC1 -0.069 -0.546 0.004 9.04 -3.36 0.00 <br />12 Tp LC1 0.434 -0.156 0.067 2.09 5.78 0.00 <br />10 Tp LC1 0.233 0.722 -0.077 -12.16 5.00 0.00 <br />No.No.Px [kip]Py [kip]Pz [kip]Mx [kipft]My [kipft]Mz [kipft]Cor. Loading <br />Node Loading Support Forces Support Moments Node Comment