SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr Range of element maximum matrix coefficients in global coordinates Maximum= 132000000 at element 1. Minimum= 132000000 at element 1. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 1 BEAM3 0.000 0.000000 Time at end of element matrix formulation CP= 10.4350052. SPARSE MATRIX DIRECT SOLVER. Number of equations = 3, Maximum wavefront = 3 Memory available for solver = 38.15 MB Memory required for in-core = 0.00 MB Optimal memory required for out-of-core = 0.00 MB Minimum memory required for out-of-core = 0.00 MB 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 8.0 ***** ANSYS University Introductory 00228540 VERSION=INTEL NT 15:04:18 APR 16, 2004 CP= 11.436 Name and date here, cant1.a ********************************************************* * * * ANSYS VERSION FOR UNIVERSITY TEACHING PURPOSES ONLY * * * ********************************************************* ***** DEGREE OF FREEDOM SOLUTION ***** TIME = 1.0000 LOAD STEP= 1 SUBSTEP = 1 CUM. ITER.= 1 NOTE - ALL VECTOR DOFS ARE IN NODAL COORDINATE SYSTEMS. NODE UX UY ROTZ <============== 1 1 0.00000 0.00000 0.00000 <============== 2 2 0.00000 -0.303030 -0.454545E-02 <============== 3 MAXIMUMS NODE 0 2 2 VALUE 0.00000 -0.303030 -0.454545E-02 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 8.0 ***** ANSYS University Introductory 00228540 VERSION=INTEL NT 15:04:18 APR 16, 2004 CP= 11.436 Name and date here, cant1.a ********************************************************* * * * ANSYS VERSION FOR UNIVERSITY TEACHING PURPOSES ONLY * * * ********************************************************* ***** ELEMENT SOLUTION ***** TIME = 1.0000 LOAD STEP= 1 SUBSTEP = 1 CUM. ITER.= 1 EL= 1 NODES= 1 2 MAT= 1 <============== 4 BEAM3 LOCATION SDIR SBYT SBYB 1 (I) 0.0000 10909. -10909. 2 (J) 0.0000 0.0000 0.0000 LOCATION SMAX SMIN <============== 5 1 (I) 10909. -10909. <============== 6 2 (J) 0.0000 0.0000 <============== 7 LOCATION EPELDIR EPELBYT EPELBYB 1 (I) 0.000000 0.000364 -0.000364 2 (J) 0.000000 0.000000 0.000000 STATIC LOAD ON NODE 1 0.00000 -3000.00 -300000. STATIC LOAD ON NODE 2 0.00000 3000.00 0.00000 *** ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 1 BEAM3 0.000 0.000000 *** NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 1 BEAM3 0.000 0.000000 1 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE 8.0 ***** ANSYS University Introductory 00228540 VERSION=INTEL NT 15:04:18 APR 16, 2004 CP= 11.446 Name and date here, cant1.a ********************************************************* * * * ANSYS VERSION FOR UNIVERSITY TEACHING PURPOSES ONLY * * * ********************************************************* ***** REACTION SOLUTION ***** TIME = 1.0000 LOAD STEP= 1 SUBSTEP = 1 CUM. ITER.= 1 NOTE - ALL VECTOR DOFS ARE IN NODAL COORDINATE SYSTEMS. NODE FX FY MZ 1 0.00000 3000.00 300000. TOTAL 0.00000 3000.00 300000. *** NOTE *** CP= 11.446 TIME= 15:04:18 Totals may not be correct if any reaction nodes are in a rotated nodal coordinate system. *** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 1 *** TIME = 1.00000 TIME INC = 1.00000 NEW TRIANG MATRIX *** NOTE *** CP= 11.456 TIME= 15:04:18 Solution is done! *** ANSYS BINARY FILE STATISTICS BUFFER SIZE USED= 16384 0.063 MB WRITTEN ON ELEMENT MATRIX FILE: file.emat 0.063 MB WRITTEN ON ELEMENT SAVED DATA FILE: file.esav 0.063 MB WRITTEN ON ASSEMBLED MATRIX FILE: file.full 0.063 MB WRITTEN ON RESULTS FILE: file.rst ALL BOUNDARY CONDITION DISPLAY KEYS SET TO 1 FINISH SOLUTION PROCESSING ***** ROUTINE COMPLETED ***** CP = 11.797 *** NOTE *** CP= 11.797 TIME= 15:04:18 A total of 1 warnings and errors written to F:\Temp\file.err. ***** ANSYS RESULTS INTERPRETATION (POST1) ***** ENTER /SHOW,DEVICE-NAME TO ENABLE GRAPHIC DISPLAY ENTER FINISH TO LEAVE POST1 *** NOTE *** CP= 11.797 TIME= 15:04:18 Reading results into the database (SET command) will update the current displacement and force boundary conditions in the database with the values from the results file for that load set. Note that any subsequent solutions will use these values unless action is taken to either SAVE the current values or not overwrite them (/EXIT,NOSAVE). STORE STR FROM ITEM=LS COMP= 1 FOR ALL SELECTED ELEMENTS /OUTPUT FILE= D:\Ansys\Force.txt ****** Force.txt ################################ PRINT ELEMENT TABLE ITEMS PER ELEMENT ***** POST1 ELEMENT TABLE LISTING ***** STAT CURRENT ELEM STR 1 0.0000 MINIMUM VALUES ELEM 1 VALUE 0.0000 MAXIMUM VALUES ELEM 1 VALUE 0.0000 PRINT REACTION SOLUTIONS PER NODE ***** POST1 TOTAL REACTION SOLUTION LISTING ***** LOAD STEP= 1 SUBSTEP= 1 TIME= 1.0000 LOAD CASE= 0 THE FOLLOWING X,Y,Z SOLUTIONS ARE IN GLOBAL COORDINATES NODE FX FY MZ <============== 8 1 0.0000 3000.0 0.30000E+06 <============== 9 TOTAL VALUES VALUE 0.0000 3000.0 0.30000E+06