📄 output.dat
字号:
ER= .01000 TA2= 1.000 DH= 40.000
NP= 6 NE= 4 NM= 1 NR= 3 NI= 0 NQ= 0
NL= 0 NG= 1 ND= 0 NC= 0 NA= 1 NV= 5
THE MEAN VALUES ===EE
30.000 5.000 1.400 2000000.000 10.000
THE STANDARD DEVIATIONS ===SS
3.000 .500 .028 200000.000 2.500
EO*VO*W*T**
2000000.0000 .2000 1.4000 1.0000
X--COORDINATE
.00 .00 20.00 .00 20.00 40.00
Y--COORDINATE
40.00 20.00 20.00 .00 .00 .00
ELEMENT-DATA
1002 3011 2004 5011 2005 3013 6003 5012
CONSTRINED MESSAGE-JC=
400 500 600
DISTRIBUTION PARAMETER**********
1 1 1 1 2
CORRELATED VARIABLE MESSAGE **NS= 0
T0TAL DEGREES OF FREEDOM N= 6
TOTAL- STORAGENH= 21
MAX-SEMI-BANDWIDTH MX= 6
ITERATE NUMBER JDM= 1
THE LAST STANDARD DEVIATIONS ---SD
3.000 .500 .028 200000.000 2.500
THE LAST MEAN VALUES -----------ED
30.000 5.000 1.400 2000000.000 10.000
THE NEXT STANDARD DEVIATIONS----SP
3.000 .500 .028 200000.000 2.462
THE NEXT MEAN VALUES------------EP
30.000 5.000 1.400 2000000.000 9.697
AE=
2000000.0000 .2000 1.4000 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 8.33333300 -93.33333000
2 208.33330000 -280.00000000
3 -1.04166700 -280.00000000
4 .00000000 .00000000
5 .00000000 .00000000
6 .00000000 .00000000
NODAL DISPLACEMENTS
NODE X-COMP Y-COMP
1 .00010686 -.00032282
2 .00016895 -.00024775
3 .00013322 -.00016566
4 .00000000 .00000000
5 .00000000 .00000000
6 .00000000 .00000000
ELEMENT STRESSES
ELEMENT X-STRESS Y-STRESS XY-STRESS MAX-STRESS MIN-STRESS ANGLE
1 -6.055 -9.333 .833 -5.8556 -9.5330 13.475
2 -6.882 -27.528 7.040 -4.7102 -29.7001 17.146
3 -8.572 -19.399 8.972 -3.5067 -24.4637 29.447
4 -4.602 -18.406 5.551 -2.6464 -20.3615 19.403
KL= 2 -6.882 -27.528 7.040 -4.7102 -29.7001 17.146
RE(I,J)*****=
.218231E-04 .567426E-05 .000000E+00 .000000E+00 .000000E+00
.000000E+00 -.504021E-06 -.143767E-06 .000000E+00 .000000E+00
.000000E+00 .000000E+00 -.439678E-04 -.211850E-03 .000000E+00
.000000E+00 .000000E+00 .000000E+00 -.844772E-10 .123877E-09
.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**=
.1576 .6305 .9093 -.0040 -.0160
-.0210 -5.8847 -23.5389 -1.8320 .0000
.0000 .0000 .0000 .0000 .0000
PARSURE XX
-.7110 .0169 8.4512 .0000 1.0000
YYYYY
.0000 .0000 .0000 .0000 .1231
RELIABILITY-INDEX
*****************
BB= 4.41087500
XXXXX
38.6417 4.9943 1.3911 2000000.0000 1.5099
YYYYY
2.8806 -.0114 -.3196 .0000 -3.3251
GGGAAA
.6531 -.0026 -.0724 .0000 -.7538
GY= 14.710180
ITERATE NUMBER JDM= 2
THE LAST STANDARD DEVIATIONS ---SD
3.000 .500 .028 200000.000 2.462
THE LAST MEAN VALUES -----------ED
30.000 5.000 1.400 2000000.000 9.697
THE NEXT STANDARD DEVIATIONS----SP
3.000 .500 .028 200000.000 .372
THE NEXT MEAN VALUES------------EP
30.000 5.000 1.400 2000000.000 4.319
AE=
2000000.0000 .2000 1.3911 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 53.98488000 -92.73682000
2 372.85400000 -278.21050000
3 -1.03811200 -278.21050000
4 .00000000 .00000000
5 .00000000 .00000000
6 .00000000 .00000000
NODAL DISPLACEMENTS
NODE X-COMP Y-COMP
1 .00055496 -.00023584
2 .00040392 -.00017342
3 .00031974 -.00019489
4 .00000000 .00000000
5 .00000000 .00000000
6 .00000000 .00000000
ELEMENT STRESSES
ELEMENT X-STRESS Y-STRESS XY-STRESS MAX-STRESS MIN-STRESS ANGLE
1 -11.087 -9.274 5.398 -4.7063 -15.6545 49.767
2 -4.817 -19.269 16.830 6.2727 -30.3583 33.382
3 -14.767 -23.993 12.428 -6.1236 -32.6361 34.818
4 -5.414 -21.654 13.322 2.0682 -29.1362 29.318
KL= 2 -4.817 -19.269 16.830 6.2727 -30.3583 33.382
RE(I,J)*****=
.326327E-04 .115028E-04 .000000E+00 .000000E+00 .000000E+00
.000000E+00 -.502874E-06 -.143439E-06 .000000E+00 .000000E+00
.000000E+00 .000000E+00 -.439678E-04 -.211850E-03 .000000E+00
.000000E+00 .000000E+00 .000000E+00 -.201959E-09 .867083E-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**=
.3195 1.2781 1.3597 -.0040 -.0159
-.0210 -5.8847 -23.5389 -1.8320 .0000
.0000 .0000 .0000 .0000 .0000
PARSURE XX
-1.8591 .0269 12.9128 .0000 1.0000
YYYYY
2.8806 -.0114 -.3196 .0000 -7.5551
RELIABILITY-INDEX
*****************
BB= 2.53999200
XXXXX
37.5872 4.9970 1.3954 2000000.0000 4.2560
YYYYY
2.5291 -.0061 -.1639 .0000 -.1686
GGGAAA
.9957 -.0024 -.0645 .0000 -.0664
GY= -4.762748
ITERATE NUMBER JDM= 3
THE LAST STANDARD DEVIATIONS ---SD
3.000 .500 .028 200000.000 .372
THE LAST MEAN VALUES -----------ED
30.000 5.000 1.400 2000000.000 4.319
THE NEXT STANDARD DEVIATIONS----SP
3.000 .500 .028 200000.000 1.048
THE NEXT MEAN VALUES------------EP
30.000 5.000 1.400 2000000.000 7.763
AE=
2000000.0000 .2000 1.3954 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
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