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menu chính tải tải Bước opts Thời gian (hoặc Thời gian và menu chính Giải pháp tải bước opts Sol'n kiểm soát (Tab cơ bản), menu chính Giải pháp tải bước opts Thời gianphương thức đảm bảo Tiêu chuẩn (MAC) giá trị | Sample Listing of PRNSOL S 1 I 0.000000 0.000000 0.000000 2 J 0.000000 0.000000 0.000000 EPINAXL 0.000000 EL 2 NODES 3 4 MAT 1 TEMP 0.00 0.00 0.00 0.00 LOCATION SDIR SBYT SBYB 1 I 0.00000E 00 104.00 -104.00 2 J 0.00000E 00 78.000 -78.000 LOCATION SMAX SMIN 1 I 104.00 - 104.00 2 J 78.000 - 78.000 LOCATION EPELDIR EPELBYT EPELBYB 1 I 0.000000 0.000003 -0.000003 2 J 0.000000 0.000003 -0.000003 LOCATION EPTHDIR EPTHBYT EPTHBYB 1 I 0.000000 0.000000 0.000000 2 J 0.000000 0.000000 0.000000 EPINAXL 0.000000 7.2.4.I. Listing Nodal and Element Solution Data To list specified nodal solution data primary as well as derived use either of the following Command s PRNSOL GUI Main Menu General Postproc List Results Nodal Solution To list specified results for selected elements use one of these methods Command s PRESOL GUI Main Menu General Postproc List Results Element Solution To obtain line element solution printout specify the ELEM option with PRESOL. The program will list all applicable element results for the selected elements. Sample Listing of PRNSOL S PRINT S NODAL SOLUTION PER NODE POST1 NODAL STRESS LISTING LOAD STEP 5 SUBSTEP 2 TIME 1.0000 LOAD CASE 0 THE FOLLOWING X Y Z VALUES ARE IN GLOBAL COORDINATES NODE SX SY SZ SXY 1 148.01 -294.54 .00000E 00 -56.256 2 144.89 -294.83 .00000E 00 56.841 3 241.84 73.743 .00000E 00 -46.365 4 401.98 -18.212 .00000E 00 -34.299 5 468.15 -27.171 .00000E 00 .48669E-01 6 401.46 -18.183 .00000E 00 34.393 7 239.90 73.614 .00000E 00 46.704 8 -84.741 -39.533 .00000E 00 39.089 9 3.2868 -227.26 .00000E 00 68.563 10 -33.232 -99.614 .00000E 00 59.686 11 -520.81 -251.12 .00000E 00 .65232E-01 12 -160.58 -11.236 .00000E 00 40.463 13 -378.55 55.443 .00000E 00 57.741 14 -85.022 -39.635 .00000E 00 -39.143 15 -378.87 55.460 .00000E 00 -57.637 16 -160.91 -11.141 .00000E 00 -40.452 17 -33.188 -99.790 .00000E 00 -59.722 18 3.1090 -227.24 .00000E 00 -68.279 19 41.811 51.777 .00000E 00 -66.760 20 -81.004 9.3348 .00000E 00 -63.803 SYZ .0000 .0000 .0000 .0000 .
