📄 output.dat
字号:
NODE X-COMP Y-COMP
1 45.33262000 -93.02729000
2 351.86160000 -279.08190000
3 -1.03976500 -279.08190000
4 .00000000 .00000000
5 .00000000 .00000000
6 .00000000 .00000000
NODAL DISPLACEMENTS
NODE X-COMP Y-COMP
1 .00048315 -.00025037
2 .00037004 -.00018602
3 .00029252 -.00019034
4 .00000000 .00000000
5 .00000000 .00000000
6 .00000000 .00000000
ELEMENT STRESSES
ELEMENT X-STRESS Y-STRESS XY-STRESS MAX-STRESS MIN-STRESS ANGLE
1 -10.401 -9.303 4.533 -5.2853 -14.4181 48.452
2 -5.167 -20.669 15.418 4.3388 -30.1751 31.656
3 -13.900 -23.302 12.009 -5.7052 -31.4969 34.311
4 -5.287 -21.148 12.188 1.3237 -27.7591 28.475
KL= 2 -5.167 -20.669 15.418 4.3388 -30.1751 31.656
RE(I,J)*****=
.312597E-04 .106594E-04 .000000E+00 .000000E+00 .000000E+00
.000000E+00 -.503408E-06 -.143592E-06 .000000E+00 .000000E+00
.000000E+00 .000000E+00 -.439678E-04 -.211850E-03 .000000E+00
.000000E+00 .000000E+00 .000000E+00 -.185021E-09 .930106E-10
.000000E+00 .000000E+00 .000000E+00 .000000E+00 .000000E+00
.000000E+00 .000000E+00 .000000E+00 .000000E+00 .000000E+00
S1********=
.000000E+00 .000000E+00 .416667E+05 .277778E+05 .111111E+06
.000000E+00 -.111111E+06 -.277778E+05 -.416667E+05 -.277778E+05
-.111111E+06 -.416667E+05 .111111E+06 .277778E+05 .000000E+00
.000000E+00 .000000E+00 .416667E+05
RS**=
.2961 1.1844 1.3025 -.0040 -.0160
-.0210 -5.8847 -23.5389 -1.8320 .0000
.0000 .0000 .0000 .0000 .0000
PARSURE XX
-1.7045 .0260 12.3840 .0000 1.0000
YYYYY
2.5291 -.0061 -.1639 .0000 -3.3464
RELIABILITY-INDEX
*****************
BB= 3.13751700
XXXXX
39.2006 4.9961 1.3942 2000000.0000 7.1041
YYYYY
3.0669 -.0078 -.2080 .0000 -.6285
GGGAAA
.9775 -.0025 -.0663 .0000 -.2003
GY= -.082844
ITERATE NUMBER JDM= 4
THE LAST STANDARD DEVIATIONS ---SD
3.000 .500 .028 200000.000 1.048
THE LAST MEAN VALUES -----------ED
30.000 5.000 1.400 2000000.000 7.763
THE NEXT STANDARD DEVIATIONS----SP
3.000 .500 .028 200000.000 1.749
THE NEXT MEAN VALUES------------EP
30.000 5.000 1.400 2000000.000 9.318
AE=
2000000.0000 .2000 1.3942 1.0000
NN1= 1
SK= 416666.7000 .0000 1111111.0000 -416666.7000 -277777.8000
SK= 3055556.0000 -416666.7000-1111111.0000 694444.4000 3055556.0000
SK= .0000 277777.8000-2222222.0000 -694444.5000 3055556.0000
SK= 416666.7000 .0000 -694444.5000 -833333.4000 694444.4000
SK= 3055556.0000
NODAL FORCES
NODE X-COMP Y-COMP
1 58.98796000 -92.94512000
2 384.01630000 -278.83540000
3 -1.03923000 -278.83540000
4 .00000000 .00000000
5 .00000000 .00000000
6 .00000000 .00000000
NODAL DISPLACEMENTS
NODE X-COMP Y-COMP
1 .00059433 -.00022924
2 .00042222 -.00016752
3 .00033451 -.00019805
4 .00000000 .00000000
5 .00000000 .00000000
6 .00000000 .00000000
ELEMENT STRESSES
ELEMENT X-STRESS Y-STRESS XY-STRESS MAX-STRESS MIN-STRESS ANGLE
1 -11.460 -9.295 5.899 -4.3801 -16.3748 50.201
2 -4.653 -18.613 17.593 7.2934 -30.5602 34.179
3 -15.247 -24.442 12.666 -6.3704 -33.3193 35.025
4 -5.501 -22.006 13.938 2.4441 -29.9514 29.686
KL= 2 -4.653 -18.613 17.593 7.2934 -30.5602 34.179
RE(I,J)*****=
.333666E-04 .119648E-04 .000000E+00 .000000E+00 .000000E+00
.000000E+00 -.503235E-06 -.143542E-06 .000000E+00 .000000E+00
.000000E+00 .000000E+00 -.439678E-04 -.211850E-03 .000000E+00
.000000E+00 .000000E+00 .000000E+00 -.211112E-09 .837604E-10
.000000E+00 .000000E+00 .000000E+00 .000000E+00 .000000E+00
.000000E+00 .000000E+00 .000000E+00 .000000E+00 .000000E+00
S1********=
.000000E+00 .000000E+00 .416667E+05 .277778E+05 .111111E+06
.000000E+00 -.111111E+06 -.277778E+05 -.416667E+05 -.277778E+05
-.111111E+06 -.416667E+05 .111111E+06 .277778E+05 .000000E+00
.000000E+00 .000000E+00 .416667E+05
RS**=
.3324 1.3294 1.3903 -.0040 -.0159
-.0210 -5.8847 -23.5389 -1.8320 .0000
.0000 .0000 .0000 .0000 .0000
PARSURE XX
-1.9393 .0273 13.1593 .0000 1.0000
YYYYY
3.0669 -.0078 -.2080 .0000 -1.2655
RELIABILITY-INDEX
*****************
BB= 3.27681300
XXXXX
39.3969 4.9963 1.3944 2000000.0000 7.6705
YYYYY
3.1323 -.0073 -.1984 .0000 -.9417
GGGAAA
.9559 -.0022 -.0605 .0000 -.2874
GY= -.189335
ITERATE NUMBER JDM= 5
THE LAST STANDARD DEVIATIONS ---SD
3.000 .500 .028 200000.000 1.749
THE LAST MEAN VALUES -----------ED
30.000 5.000 1.400 2000000.000 9.318
THE NEXT STANDARD DEVIATIONS----SP
3.000 .500 .028 200000.000 1.889
THE NEXT MEAN VALUES------------EP
30.000 5.000 1.400 2000000.000 9.472
AE=
2000000.0000 .2000 1.3944 1.0000
NN1= 1
SK= 416666.7000 .0000 1111111.0000 -416666.7000 -277777.8000
SK= 3055556.0000 -416666.7000-1111111.0000 694444.4000 3055556.0000
SK= .0000 277777.8000-2222222.0000 -694444.5000 3055556.0000
SK= 416666.7000 .0000 -694444.5000 -833333.4000 694444.4000
SK= 3055556.0000
NODAL FORCES
NODE X-COMP Y-COMP
1 60.81542000 -92.96304000
2 387.93920000 -278.88910000
3 -1.03937600 -278.88910000
4 .00000000 .00000000
5 .00000000 .00000000
6 .00000000 .00000000
NODAL DISPLACEMENTS
NODE X-COMP Y-COMP
1 .00060864 -.00022664
2 .00042879 -.00016521
3 .00033981 -.00019910
4 .00000000 .00000000
5 .00000000 .00000000
6 .00000000 .00000000
ELEMENT STRESSES
ELEMENT X-STRESS Y-STRESS XY-STRESS MAX-STRESS MIN-STRESS ANGLE
1 -11.592 -9.296 6.082 -4.2554 -16.6333 50.345
2 -4.589 -18.357 17.866 7.6733 -30.6196 34.464
3 -15.417 -24.594 12.747 -6.4582 -33.5530 35.101
4 -5.531 -22.123 14.159 2.5835 -30.2369 29.816
KL= 2 -4.589 -18.357 17.866 7.6733 -30.6196 34.464
RE(I,J)*****=
.336253E-04 .121294E-04 .000000E+00 .000000E+00 .000000E+00
.000000E+00 -.503282E-06 -.143556E-06 .000000E+00 .000000E+00
.000000E+00 .000000E+00 -.439678E-04 -.211850E-03 .000000E+00
.000000E+00 .000000E+00 .000000E+00 -.214393E-09 .826067E-10
.000000E+00 .000000E+00 .000000E+00 .000000E+00 .000000E+00
.000000E+00 .000000E+00 .000000E+00 .000000E+00 .000000E+00
S1********=
.000000E+00 .000000E+00 .416667E+05 .277778E+05 .111111E+06
.000000E+00 -.111111E+06 -.277778E+05 -.416667E+05 -.277778E+05
-.111111E+06 -.416667E+05 .111111E+06 .277778E+05 .000000E+00
.000000E+00 .000000E+00 .416667E+05
RS**=
.3369 1.3477 1.4011 -.0040 -.0160
-.0210 -5.8847 -23.5389 -1.8320 .0000
.0000 .0000 .0000 .0000 .0000
PARSURE XX
-1.9680 .0274 13.2476 .0000 1.0000
YYYYY
3.1323 -.0073 -.1984 .0000 -.9540
RELIABILITY-INDEX
*****************
BB= 3.27958800
XXXXX
39.3542 4.9964 1.3945 2000000.0000 7.5884
YYYYY
3.1181 -.0072 -.1959 .0000 -.9975
GGGAAA
.9508 -.0022 -.0597 .0000 -.3041
GY= -.002795
END
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