Solver 0.001 Linear-static-solver-Start 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 0.001 Loading-and-preparing-input-data-Start 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 0.319 Loading-and-preparing-input-data-End 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 0.319 Computing-load-vector-Start 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 0.351 Computing-load-vector-End 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 0.507 Computing-element-stiffness-matrix-Start 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 0.919 Computing-element-stiffness-matrix-End 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 0.922 GLOBAL-STIFFNESS-MATRIX-DECOMPOSITION-Start 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 4.114 GLOBAL-STIFFNESS-MATRIX-DECOMPOSITION-End 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 4.116 BACK&FORWARD-SUBSTITUATION-Start 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 4.219 BACK&FORWARD-SUBSTITUATION-End 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 4.375 Computing-element-stiffness-matrix-Start 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 5.078 Computing-element-stiffness-matrix-End 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 5.079 GLOBAL-STIFFNESS-MATRIX-DECOMPOSITION-Start 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 8.360 GLOBAL-STIFFNESS-MATRIX-DECOMPOSITION-End 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 8.360 BACK&FORWARD-SUBSTITUATION-Start 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 8.452 BACK&FORWARD-SUBSTITUATION-End 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 8.606 Computing-element-stiffness-matrix-Start 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 9.302 Computing-element-stiffness-matrix-End 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 9.302 GLOBAL-STIFFNESS-MATRIX-DECOMPOSITION-Start 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 12.479 GLOBAL-STIFFNESS-MATRIX-DECOMPOSITION-End 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 12.479 BACK&FORWARD-SUBSTITUATION-Start 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 12.570 BACK&FORWARD-SUBSTITUATION-End 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 12.571 Computing-element-stiffness-matrix-Start 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 12.995 Computing-element-stiffness-matrix-End 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Solver 13.969 Linear-static-solver-End 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
SOLVER TYPE= Direct Sparse Solver
Number of Equations (NEQ)=155886
Number of Nodal points (NUMNP)=52581
Number of Pseudo nodes (NUMPS)=0
Number of Elements (NUME)=27205
Number of Pseudo Elements (NUMP)=0
SOLUTION TIME LOG
Time for Input Data Transfer from Database =0.496000
Time for Structure Stiffness Matrix Calculation (STF_PHASE)=1.888000
Time for Direct Sparse Solver =9.835000
Time for Contact (and/or Large displacement) operations =1.391000
Time for Printout of Disp & Reaction calc (REC_PAHSE)=0.000000
Time for Stress Calculation and Stress printout (STS_PHASE)=0.000000
Time for writing Postprocessing information (PST_PHASE)=0.002000
TOTAL SOLUTION TIME (TOT_TIME)=14.026000