3d_beam.f06 4/15/2008 1 1 APRIL 15, 2008 MD NASTRAN 3/27/06 PAGE 1 0 N A S T R A N F I L E A N D S Y S T E M P A R A M E T E R E C H O 0 NASTRAN OP2NEW=0 $ MD NASTRAN .LCL FILE NASTRAN BUFFSIZE=8193 $(/AFS/LIONS/SUN4X_58/DEP/CAE/MSC2006/NASTRANMD/CONF/NAST2 $ NASTRAN INPUT FILE CREATED BY THE MSC MSC.NASTRAN INPUT FILE $ TRANSLATOR ( MD PATRAN 15.0.022 ) ON APRIL 15, 2008 AT 12:52:32. $ DIRECT TEXT INPUT FOR NASTRAN SYSTEM CELL SECTION $ DIRECT TEXT INPUT FOR FILE MANAGEMENT SECTION $ LINEAR STATIC ANALYSIS, DATABASE 1 APRIL 15, 2008 MD NASTRAN 3/27/06 PAGE 2 0 N A S T R A N E X E C U T I V E C O N T R O L E C H O 0 SOL 101 $ DIRECT TEXT INPUT FOR EXECUTIVE CONTROL CEND 1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN 3/27/06 PAGE 3 0 0 C A S E C O N T R O L E C H O COMMAND COUNT 1 TITLE = MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 2 ECHO = NONE 3 $ DIRECT TEXT INPUT FOR GLOBAL CASE CONTROL DATA 4 SUBCASE 1 5 TITLE=THIS IS A DEFAULT SUBCASE. 6 SPC = 2 7 LOAD = 2 8 DISPLACEMENT(SORT1,REAL)=ALL 9 SPCFORCES(SORT1,REAL)=ALL 10 STRESS(SORT1,REAL,VONMISES,BILIN)=ALL 11 $ DIRECT TEXT INPUT FOR THIS SUBCASE 12 SUBCASE 2 13 $ SUBCASE NAME : TORUE_AS_FORCES 14 SUBTITLE=TORUE_AS_FORCES 15 SPC = 2 16 LOAD = 5 17 DISPLACEMENT(SORT1,REAL)=ALL 1
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3d_beam.f06 4/15/2008
11 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 1
0 N A S T R A N F I L E A N D S Y S T E M P A R A M E T E R E C H O0
NASTRAN OP2NEW=0 $ MD NASTRAN .LCL FILENASTRAN BUFFSIZE=8193 $(/AFS/LIONS/SUN4X_58/DEP/CAE/MSC2006/NASTRANMD/CONF/NAST2$ NASTRAN INPUT FILE CREATED BY THE MSC MSC.NASTRAN INPUT FILE$ TRANSLATOR ( MD PATRAN 15.0.022 ) ON APRIL 15, 2008 AT 12:52:32.$ DIRECT TEXT INPUT FOR NASTRAN SYSTEM CELL SECTION$ DIRECT TEXT INPUT FOR FILE MANAGEMENT SECTION$ LINEAR STATIC ANALYSIS, DATABASE
1 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 2
0 N A S T R A N E X E C U T I V E C O N T R O L E C H O0
SOL 101$ DIRECT TEXT INPUT FOR EXECUTIVE CONTROLCEND
1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 3
00 C A S E C O N T R O L E C H O
COMMANDCOUNT1 TITLE = MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:082 ECHO = NONE3 $ DIRECT TEXT INPUT FOR GLOBAL CASE CONTROL DATA4 SUBCASE 15 TITLE=THIS IS A DEFAULT SUBCASE.6 SPC = 27 LOAD = 28 DISPLACEMENT(SORT1,REAL)=ALL9 SPCFORCES(SORT1,REAL)=ALL10 STRESS(SORT1,REAL,VONMISES,BILIN)=ALL11 $ DIRECT TEXT INPUT FOR THIS SUBCASE12 SUBCASE 213 $ SUBCASE NAME : TORUE_AS_FORCES14 SUBTITLE=TORUE_AS_FORCES15 SPC = 216 LOAD = 517 DISPLACEMENT(SORT1,REAL)=ALL
1
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18 SPCFORCES(SORT1,REAL)=ALL19 STRESS(SORT1,REAL,VONMISES,BILIN)=ALL20 $ DIRECT TEXT INPUT FOR THIS SUBCASE21 SUBCASE 322 $ SUBCASE NAME : TORUE_CONVENTIONAL23 SUBTITLE=TORUE_CONVENTIONAL24 SPC = 225 LOAD = 826 DISPLACEMENT(SORT1,REAL)=ALL27 SPCFORCES(SORT1,REAL)=ALL28 STRESS(SORT1,REAL,VONMISES,BILIN)=ALL29 $ DIRECT TEXT INPUT FOR THIS SUBCASE30 BEGIN BULK
0 INPUT BULK DATA ENTRY COUNT = 930 TOTAL COUNT= 76
M O D E L S U M M A R Y
NUMBER OF GRID POINTS = 36
NUMBER OF CHEXA ELEMENTS = 12
0*** USER INFORMATION MESSAGE 7310 (VECPRN)
ORIGIN OF SUPERELEMENT BASIC COORDINATE SYSTEM WILL BE USED AS REFERENCE LOCATION.RESULTANTS ABOUT ORIGIN OF SUPERELEMENT BASIC COORDINATE SYSTEM IN SUPERELEMENT BASIC SYSTEMCOORDINATES.
0 OLOAD RESULTANTSUBCASE/ LOADDAREA ID TYPE T1 T2 T3 R1 R2 R3
0 1 FX 0.000000E+00 ---- ---- ---- 0.000000E+00 1.792499E+05FY ---- 0.000000E+00 ---- 0.000000E+00 ---- 8.962497E+04FZ ---- ---- 0.000000E+00 0.000000E+00 0.000000E+00 ----MX ---- ---- ---- 0.000000E+00 ---- ----MY ---- ---- ---- ---- 0.000000E+00 ----MZ ---- ---- ---- ---- ---- 0.000000E+00
TOTALS 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 2.688749E+050 2 FX 0.000000E+00 ---- ---- ---- 0.000000E+00 1.792499E+05
FY ---- 0.000000E+00 ---- 0.000000E+00 ---- 8.962497E+04FZ ---- ---- 0.000000E+00 0.000000E+00 0.000000E+00 ----MX ---- ---- ---- 0.000000E+00 ---- ----MY ---- ---- ---- ---- 0.000000E+00 ----MZ ---- ---- ---- ---- ---- 0.000000E+00
TOTALS 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 2.688749E+050 3 FX 0.000000E+00 ---- ---- ---- 0.000000E+00 0.000000E+00
FY ---- 0.000000E+00 ---- 0.000000E+00 ---- 0.000000E+00FZ ---- ---- 0.000000E+00 0.000000E+00 0.000000E+00 ----
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MX ---- ---- ---- 0.000000E+00 ---- ----MY ---- ---- ---- ---- 0.000000E+00 ----MZ ---- ---- ---- ---- ---- 5.668530E+05
TOTALS 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 5.668530E+051 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 6
0SUBCASE 1*** USER INFORMATION MESSAGE 5293 (SSG3A)
FOR DATA BLOCK KLLLOAD SEQ. NO. EPSILON EXTERNAL WORK EPSILONS LARGER THAN 0.001 AREFLAGGED WITH ASTERISKS
1 1.9855208E-14 1.0703043E+022 1.9855208E-14 1.0703043E+023 0.0000000E+00 0.0000000E+00
1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 9
0*** USER INFORMATION MESSAGE 7310 (VECPRN)
ORIGIN OF SUPERELEMENT BASIC COORDINATE SYSTEM WILL BE USED AS REFERENCE LOCATION.RESULTANTS ABOUT ORIGIN OF SUPERELEMENT BASIC COORDINATE SYSTEM IN SUPERELEMENT BASIC SYSTEMCOORDINATES.
0 SPCFORCE RESULTANTSUBCASE/ LOADDAREA ID TYPE T1 T2 T3 R1 R2 R3
0 1 FX -8.367351E-11 ---- ---- ---- -4.394678E-09 -1.705753E+05FY ---- -2.773959E-10 ---- -9.458745E-11 ---- -9.829962E+04FZ ---- ---- -1.277840E-10 -3.833520E-10 1.916760E-10 ----MX ---- ---- ---- 0.000000E+00 ---- ----MY ---- ---- ---- ---- 0.000000E+00 ----MZ ---- ---- ---- ---- ---- 0.000000E+00
TOTALS -8.367351E-11 -2.773959E-10 -1.277840E-10 -4.779395E-10 -4.203002E-09 -2.688749E+050 2 FX -8.367351E-11 ---- ---- ---- -4.394678E-09 -1.705753E+05
FY ---- -2.773959E-10 ---- -9.458745E-11 ---- -9.829962E+04FZ ---- ---- -1.277840E-10 -3.833520E-10 1.916760E-10 ----MX ---- ---- ---- 0.000000E+00 ---- ----MY ---- ---- ---- ---- 0.000000E+00 ----MZ ---- ---- ---- ---- ---- 0.000000E+00
TOTALS -8.367351E-11 -2.773959E-10 -1.277840E-10 -4.779395E-10 -4.203002E-09 -2.688749E+050 3 FX 0.000000E+00 ---- ---- ---- 0.000000E+00 0.000000E+00
FY ---- 0.000000E+00 ---- 0.000000E+00 ---- 0.000000E+00FZ ---- ---- 0.000000E+00 0.000000E+00 0.000000E+00 ----MX ---- ---- ---- 0.000000E+00 ---- ----MY ---- ---- ---- ---- 0.000000E+00 ----MZ ---- ---- ---- ---- ---- -5.668530E+05
TOTALS 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 0.000000E+00 -5.668530E+051 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN
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3/27/06 PAGE 10
00 MAXIMUM SPCFORCESSUBCASE/DAREA ID T1 T2 T3 R1 R2 R3
0 1 1.3793229E+04 1.9827396E+04 1.2778401E-10 0.0000000E+00 0.0000000E+00 0.0000000E+000 2 1.3793229E+04 1.9827396E+04 1.2778401E-10 0.0000000E+00 0.0000000E+00 0.0000000E+000 3 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 5.6685300E+051 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 11
00 MAXIMUM DISPLACEMENTSSUBCASE/DAREA ID T1 T2 T3 R1 R2 R3
0 1 2.3464656E-03 1.2361445E-03 1.6064684E-04 0.0000000E+00 0.0000000E+00 0.0000000E+000 2 2.3464656E-03 1.2361445E-03 1.6064684E-04 0.0000000E+00 0.0000000E+00 0.0000000E+000 3 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+001 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 12
00 MAXIMUM APPLIED LOADSSUBCASE/DAREA ID T1 T2 T3 R1 R2 R3
0 1 2.9874990E+04 2.9874990E+04 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+000 2 2.9874990E+04 2.9874990E+04 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+000 3 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 0.0000000E+00 5.6685300E+05*** USER INFORMATION MESSAGE 4114 (OUTPX2)
DATA BLOCK OQG1 WRITTEN ON FORTRAN UNIT 12 IN BINARY (BIGEND) FORMAT USING NDDL DESCRIPTION FOROQG1, TRL =
101 0 864 0 00 1
NAME OF DATA BLOCK WRITTEN ON FORTRAN UNIT IS OQG1(MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.)
(MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 288 WORDS.)(NUMBER OF FORTRAN RECORDS WRITTEN = 40 RECORDS.)(TOTAL DATA WRITTEN FOR DATA BLOCK = 1351 WORDS.)
*** USER INFORMATION MESSAGE 4114 (OUTPX2)DATA BLOCK OUGV1 WRITTEN ON FORTRAN UNIT 12 IN BINARY (BIGEND) FORMAT USING NDDL DESCRIPTION FOROUGV1, TRL =
101 0 864 0 00 1
NAME OF DATA BLOCK WRITTEN ON FORTRAN UNIT IS OUGV1(MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.)
(MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 288 WORDS.)(NUMBER OF FORTRAN RECORDS WRITTEN = 40 RECORDS.)(TOTAL DATA WRITTEN FOR DATA BLOCK = 1351 WORDS.)
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1 THIS IS A DEFAULT SUBCASE. APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 13
0SUBCASE 1
D I S P L A C E M E N T V E C T O R
POINT ID. TYPE T1 T2 T3 R1 R2R3
1 G -2.247116E-03 1.086708E-03 1.543082E-04 0.0 0.0 0.02 G -2.278450E-03 -8.029036E-06 9.080623E-06 0.0 0.0 0.03 G -2.346466E-03 -1.236144E-03 -1.411476E-04 0.0 0.0 0.04 G -1.992338E-05 1.099124E-03 8.117792E-06 0.0 0.0 0.05 G 2.346466E-03 1.236144E-03 -1.411476E-04 0.0 0.0 0.06 G 9.562625E-17 -1.716848E-17 3.169500E-06 0.0 0.0 0.07 G 1.992338E-05 -1.099124E-03 8.117792E-06 0.0 0.0 0.08 G 2.278450E-03 8.029036E-06 9.080623E-06 0.0 0.0 0.09 G 2.247116E-03 -1.086708E-03 1.543082E-04 0.0 0.0 0.010 G -6.274956E-04 3.249236E-04 1.606468E-04 0.0 0.0 0.011 G -6.132930E-04 1.490766E-06 7.125102E-06 0.0 0.0 0.012 G -5.904066E-04 -2.729449E-04 -1.525390E-04 0.0 0.0 0.013 G 8.373811E-06 3.265695E-04 -7.611840E-06 0.0 0.0 0.014 G 5.904066E-04 2.729449E-04 -1.525390E-04 0.0 0.0 0.015 G 0.0 0.0 8.090929E-05 0.0 0.0 0.016 G 4.420415E-05 -2.929054E-05 -4.143785E-05 0.0 0.0 0.017 G 1.606313E-17 -1.761829E-18 -3.060266E-06 0.0 0.0 0.018 G -8.373811E-06 -3.265695E-04 -7.611840E-06 0.0 0.0 0.019 G 6.132930E-04 -1.490766E-06 7.125102E-06 0.0 0.0 0.020 G 6.274956E-04 -3.249236E-04 1.606468E-04 0.0 0.0 0.021 G 0.0 0.0 -5.383970E-06 0.0 0.0 0.022 G 0.0 0.0 -8.133464E-05 0.0 0.0 0.023 G 5.149896E-05 8.955588E-08 5.913639E-06 0.0 0.0 0.024 G 4.223332E-05 2.734277E-05 4.430333E-05 0.0 0.0 0.025 G 0.0 0.0 6.837345E-06 0.0 0.0 0.026 G 0.0 0.0 -8.133464E-05 0.0 0.0 0.027 G -7.830280E-07 -1.175622E-05 -2.623690E-06 0.0 0.0 0.028 G -4.223332E-05 -2.734277E-05 4.430333E-05 0.0 0.0 0.029 G 0.0 0.0 3.954389E-06 0.0 0.0 0.030 G 0.0 0.0 6.837345E-06 0.0 0.0 0.031 G 0.0 0.0 -5.383970E-06 0.0 0.0 0.032 G 0.0 0.0 0.0 0.0 0.0 0.033 G 0.0 0.0 8.090929E-05 0.0 0.0 0.034 G 7.830280E-07 1.175622E-05 -2.623690E-06 0.0 0.0 0.035 G -5.149896E-05 -8.955588E-08 5.913639E-06 0.0 0.0 0.036 G -4.420415E-05 2.929054E-05 -4.143785E-05 0.0 0.0 0.0
1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 14
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TORUE_CONVENTIONAL0SUBCASE 3
D I S P L A C E M E N T V E C T O R
POINT ID. TYPE T1 T2 T3 R1 R2R3
1 G 0.0 0.0 0.0 0.0 0.0 0.02 G 0.0 0.0 0.0 0.0 0.0 0.03 G 0.0 0.0 0.0 0.0 0.0 0.04 G 0.0 0.0 0.0 0.0 0.0 0.05 G 0.0 0.0 0.0 0.0 0.0 0.06 G 0.0 0.0 0.0 0.0 0.0 0.07 G 0.0 0.0 0.0 0.0 0.0 0.08 G 0.0 0.0 0.0 0.0 0.0 0.09 G 0.0 0.0 0.0 0.0 0.0 0.010 G 0.0 0.0 0.0 0.0 0.0 0.011 G 0.0 0.0 0.0 0.0 0.0 0.012 G 0.0 0.0 0.0 0.0 0.0 0.013 G 0.0 0.0 0.0 0.0 0.0 0.014 G 0.0 0.0 0.0 0.0 0.0 0.015 G 0.0 0.0 0.0 0.0 0.0 0.016 G 0.0 0.0 0.0 0.0 0.0 0.017 G 0.0 0.0 0.0 0.0 0.0 0.018 G 0.0 0.0 0.0 0.0 0.0 0.019 G 0.0 0.0 0.0 0.0 0.0 0.020 G 0.0 0.0 0.0 0.0 0.0 0.021 G 0.0 0.0 0.0 0.0 0.0 0.022 G 0.0 0.0 0.0 0.0 0.0 0.023 G 0.0 0.0 0.0 0.0 0.0 0.024 G 0.0 0.0 0.0 0.0 0.0 0.025 G 0.0 0.0 0.0 0.0 0.0 0.026 G 0.0 0.0 0.0 0.0 0.0 0.027 G 0.0 0.0 0.0 0.0 0.0 0.028 G 0.0 0.0 0.0 0.0 0.0 0.029 G 0.0 0.0 0.0 0.0 0.0 0.030 G 0.0 0.0 0.0 0.0 0.0 0.031 G 0.0 0.0 0.0 0.0 0.0 0.032 G 0.0 0.0 0.0 0.0 0.0 0.033 G 0.0 0.0 0.0 0.0 0.0 0.034 G 0.0 0.0 0.0 0.0 0.0 0.035 G 0.0 0.0 0.0 0.0 0.0 0.036 G 0.0 0.0 0.0 0.0 0.0 0.0
1 THIS IS A DEFAULT SUBCASE. APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 16
0
6
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SUBCASE 1
F O R C E S O F S I N G L E - P O I N T C O N S T R A I N T
POINT ID. TYPE T1 T2 T3 R1 R2R3
15 G 1.147294E+04 -5.703078E+03 0.0 0.0 0.0 0.021 G 3.163048E+03 -6.842726E+02 0.0 0.0 0.0 0.022 G 1.379323E+04 7.236064E+03 0.0 0.0 0.0 0.025 G 1.903626E+02 -1.982740E+04 0.0 0.0 0.0 0.026 G -1.379323E+04 -7.236064E+03 0.0 0.0 0.0 0.029 G 1.591616E-09 -2.773959E-10 0.0 0.0 0.0 0.030 G -1.903626E+02 1.982740E+04 0.0 0.0 0.0 0.031 G -3.163048E+03 6.842726E+02 0.0 0.0 0.0 0.032 G 6.602932E-10 -2.989964E-10 -1.277840E-10 0.0 0.0 0.033 G -1.147294E+04 5.703078E+03 0.0 0.0 0.0 0.0
1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 17
TORUE_CONVENTIONAL0SUBCASE 3
F O R C E S O F S I N G L E - P O I N T C O N S T R A I N T
POINT ID. TYPE T1 T2 T3 R1 R2R3
6 G 0.0 0.0 0.0 0.0 0.0-5.668530E+05
1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 19
01 THIS IS A DEFAULT SUBCASE. APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 20
0SUBCASE 1
S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINESMEANELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C-PRESSURE VON MISES
0 1 0GRID CS 8 GP0 CENTER X 1.339178E+02 XY -6.304240E+02 A 8.401699E+03 LX 0.36-0.27-0.891.020293E+02 1.440543E+04
Y -4.631734E+02 YZ -7.405934E+03 B -8.218748E+03 LY-0.61 0.65-0.44Z 2.316761E+01 ZX 3.718329E+03 C -4.890400E+02 LZ 0.70 0.71 0.07
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0 20 X -2.801127E+03 XY 9.556797E+02 A 1.562676E+04 LX 0.25-0.39-0.891.017058E+03 2.838790E+04
Y -3.896162E+02 YZ -1.456299E+04 B -1.714037E+04 LY-0.64 0.62-0.45Z 1.395681E+02 ZX 7.292001E+03 C -1.537560E+03 LZ 0.72 0.68-0.09
0 19 X -2.801127E+03 XY 9.556797E+02 A 6.366852E+03 LX 0.63 0.78-0.047.707689E+02 1.311327E+04
Y -3.667931E+01 YZ -2.488825E+02 B -8.711089E+03 LY 0.06-0.10-0.99Z 5.254996E+02 ZX 7.292001E+03 C 3.193030E+01 LZ 0.78-0.62 0.11
0 17 X 1.509978E+03 XY 9.556797E+02 A 1.966261E+03 LX 0.90-0.34-0.26-3.710516E+02 2.446557E+03
Y -3.667931E+01 YZ -2.488825E+02 B -7.209895E+02 LY 0.43 0.70 0.57Z -3.601436E+02 ZX 1.446564E+02 C -1.321171E+02 LZ 0.01 0.62-0.78
0 18 X 1.509978E+03 XY 9.556797E+02 A 1.428789E+04 LX-0.04-0.05-1.00-3.027026E+02 2.534457E+04
Y -3.896162E+02 YZ -1.456299E+04 B -1.490127E+04 LY-0.71 0.71 0.00Z -2.122537E+02 ZX 1.446564E+02 C 1.521489E+03 LZ 0.71 0.70-0.07
0 9 X 6.141297E+03 XY -2.216528E+03 A 1.813134E+04 LX 0.50-0.17-0.85-1.776221E+03 2.922782E+04
Y -9.522038E+02 YZ -1.456299E+04 B -1.557400E+04 LY-0.56 0.68-0.47Z 1.395681E+02 ZX 7.292001E+03 C 2.771322E+03 LZ 0.66 0.71 0.25
0 8 X 6.141297E+03 XY -2.216528E+03 A 1.147345E+04 LX 0.82-0.57 0.01-2.064201E+03 1.458065E+04
Y -4.741944E+02 YZ -2.488825E+02 B -4.753376E+03 LY-0.16-0.25-0.95Z 5.254996E+02 ZX 7.292001E+03 C -5.274756E+02 LZ 0.55 0.78-0.30
0 6 X -4.314477E+03 XY -2.216528E+03 A 6.218221E+02 LX-0.40 0.91 0.111.716272E+03 5.494211E+03
Y -4.741944E+02 YZ -2.488825E+02 B -5.327061E+03 LY 0.87 0.42-0.26Z -3.601436E+02 ZX 1.446564E+02 C -4.435760E+02 LZ-0.28-0.01-0.96
0 7 X -4.314477E+03 XY -2.216528E+03 A 1.413379E+04 LX 0.09 0.13-0.991.826311E+03 2.579503E+04
Y -9.522038E+02 YZ -1.456299E+04 B -1.535171E+04 LY-0.70 0.71 0.03Z -2.122537E+02 ZX 1.446564E+02 C -4.261015E+03 LZ 0.71 0.69 0.16
0 2 0GRID CS 8 GP0 CENTER X 1.040127E+03 XY 1.534288E+02 A 7.922133E+03 LX 0.41 0.24-0.882.985956E+02 1.480720E+04
Y -1.912746E+03 YZ 7.534571E+03 B -9.141731E+03 LY 0.56 0.70 0.45Z -2.316761E+01 ZX 3.748914E+03 C 3.238111E+02 LZ 0.72-0.67 0.15
0 19 X -3.423091E+03 XY 1.256447E+02 A 7.074149E+03 LX 0.59 0.81-0.035.991225E+02 1.395860E+04
Y 1.192238E+02 YZ -2.488825E+02 B -8.995165E+03 LY-0.02-0.03-1.00Z 1.506500E+03 ZX 7.642483E+03 C 1.236481E+02 LZ 0.81-0.59 0.00
1 THIS IS A DEFAULT SUBCASE. APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 21
0SUBCASE 1
S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
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3d_beam.f06 4/15/2008
0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINESMEANELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C-PRESSURE VON MISES
0 14 X -3.423091E+03 XY 1.256447E+02 A 1.935967E+04 LX 0.23-0.44-0.87-6.487456E+02 3.053102E+04
Y 4.968164E+03 YZ 1.531802E+04 B -1.564505E+04 LY 0.71-0.53 0.46Z 4.011641E+02 ZX 7.642483E+03 C -1.768377E+03 LZ 0.67 0.72-0.20
0 13 X 2.184126E+03 XY 1.256447E+02 A 1.736923E+04 LX 0.00 0.01-1.00-1.866805E+03 2.713200E+04
Y 4.968164E+03 YZ 1.531802E+04 B -1.395521E+04 LY 0.78-0.63-0.01Z -1.551874E+03 ZX -1.446564E+02 C 2.186395E+03 LZ 0.63 0.78 0.01
0 17 X 2.184126E+03 XY 1.256447E+02 A 2.201438E+03 LX 1.00 0.03 0.08-6.182964E+02 2.460541E+03
Y 1.192238E+02 YZ -2.488825E+02 B -5.452071E+02 LY 0.07 0.34-0.94Z -4.484604E+02 ZX -1.446564E+02 C 1.986581E+02 LZ-0.06 0.94 0.34
0 8 X 1.181603E+04 XY 1.812128E+02 A 1.587980E+04 LX 0.88-0.47-0.05-4.528373E+03 1.720945E+04
Y 2.625858E+02 YZ -2.488825E+02 B -2.589726E+03 LY 0.00 0.11-0.99Z 1.506500E+03 ZX 7.642483E+03 C 2.950441E+02 LZ 0.47 0.88 0.10
0 5 X 1.181603E+04 XY 1.812128E+02 A 1.787340E+04 LX 0.75 0.12-0.652.612530E+02 3.663532E+04
Y -1.300096E+04 YZ 1.531802E+04 B -2.349660E+04 LY 0.30 0.82 0.49Z 4.011641E+02 ZX 7.642483E+03 C 4.839445E+03 LZ 0.59-0.56 0.58
0 4 X -6.416562E+03 XY 1.812128E+02 A 9.076345E+03 LX 0.00-0.01-1.006.989797E+03 2.833968E+04
Y -1.300096E+04 YZ 1.531802E+04 B -2.363227E+04 LY 0.57 0.82-0.01Z -1.551874E+03 ZX -1.446564E+02 C -6.413469E+03 LZ 0.82-0.57 0.01
0 6 X -6.416562E+03 XY 1.812128E+02 A 3.479691E+02 LX 0.03 1.00 0.012.200812E+03 6.380794E+03
Y 2.625858E+02 YZ -2.488825E+02 B -6.424660E+03 LY 0.95-0.03-0.30Z -4.484604E+02 ZX -1.446564E+02 C -5.257457E+02 LZ-0.30 0.02-0.95
0 3 0GRID CS 8 GP0 CENTER X 1.040127E+03 XY 1.534288E+02 A 7.922133E+03 LX-0.41 0.24-0.882.985956E+02 1.480720E+04
Y -1.912746E+03 YZ -7.534571E+03 B -9.141731E+03 LY-0.56 0.70 0.45Z -2.316761E+01 ZX -3.748914E+03 C 3.238111E+02 LZ 0.72 0.67-0.15
0 18 X 2.184126E+03 XY 1.256447E+02 A 1.736923E+04 LX 0.00-0.01-1.00-1.866805E+03 2.713200E+04
Y 4.968164E+03 YZ -1.531802E+04 B -1.395521E+04 LY 0.78 0.63-0.01Z -1.551874E+03 ZX 1.446564E+02 C 2.186395E+03 LZ-0.63 0.78-0.01
0 17 X 2.184126E+03 XY 1.256447E+02 A 2.201438E+03 LX 1.00-0.03 0.08-6.182964E+02 2.460541E+03
Y 1.192238E+02 YZ 2.488825E+02 B -5.452071E+02 LY 0.07-0.34-0.94Z -4.484604E+02 ZX 1.446564E+02 C 1.986581E+02 LZ 0.06 0.94-0.34
0 11 X -3.423091E+03 XY 1.256447E+02 A 7.074149E+03 LX-0.59 0.81-0.035.991225E+02 1.395860E+04
Y 1.192238E+02 YZ 2.488825E+02 B -8.995165E+03 LY 0.02-0.03-1.00Z 1.506500E+03 ZX -7.642483E+03 C 1.236481E+02 LZ 0.81 0.59 0.00
9
3d_beam.f06 4/15/2008
0 12 X -3.423091E+03 XY 1.256447E+02 A 1.935967E+04 LX 0.23 0.44-0.87-6.487456E+02 3.053102E+04
Y 4.968164E+03 YZ -1.531802E+04 B -1.564505E+04 LY 0.71 0.53 0.46Z 4.011641E+02 ZX -7.642483E+03 C -1.768377E+03 LZ-0.67 0.72 0.20
1 THIS IS A DEFAULT SUBCASE. APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 22
0SUBCASE 1
S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINESMEANELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C-PRESSURE VON MISES
0 7 X -6.416562E+03 XY 1.812128E+02 A 9.076345E+03 LX 0.00-0.01-1.006.989797E+03 2.833968E+04
Y -1.300096E+04 YZ -1.531802E+04 B -2.363227E+04 LY-0.57 0.82-0.01Z -1.551874E+03 ZX 1.446564E+02 C -6.413469E+03 LZ 0.82 0.57-0.01
0 6 X -6.416562E+03 XY 1.812128E+02 A 3.479691E+02 LX 0.03 1.00-0.012.200812E+03 6.380794E+03
Y 2.625858E+02 YZ 2.488825E+02 B -6.424660E+03 LY 0.95-0.03 0.30Z -4.484604E+02 ZX 1.446564E+02 C -5.257457E+02 LZ 0.30-0.02-0.95
0 2 X 1.181603E+04 XY 1.812128E+02 A 1.587980E+04 LX 0.88 0.47-0.05-4.528373E+03 1.720945E+04
Y 2.625858E+02 YZ 2.488825E+02 B -2.589726E+03 LY 0.00-0.11-0.99Z 1.506500E+03 ZX -7.642483E+03 C 2.950441E+02 LZ-0.47 0.88-0.10
0 3 X 1.181603E+04 XY 1.812128E+02 A 1.787340E+04 LX 0.75 0.12-0.652.612530E+02 3.663532E+04
Y -1.300096E+04 YZ -1.531802E+04 B -2.349660E+04 LY 0.30 0.82 0.49Z 4.011641E+02 ZX -7.642483E+03 C 4.839445E+03 LZ-0.59 0.56-0.58
0 4 0GRID CS 8 GP0 CENTER X 1.339178E+02 XY -6.304240E+02 A 8.401699E+03 LX-0.36 0.27-0.891.020293E+02 1.440543E+04
Y -4.631734E+02 YZ 7.405934E+03 B -8.218748E+03 LY 0.61-0.65-0.44Z 2.316761E+01 ZX -3.718329E+03 C -4.890400E+02 LZ 0.70 0.71-0.07
0 17 X 1.509978E+03 XY 9.556797E+02 A 1.966261E+03 LX 0.90-0.34 0.26-3.710516E+02 2.446557E+03
Y -3.667931E+01 YZ 2.488825E+02 B -7.209895E+02 LY 0.43 0.70-0.57Z -3.601436E+02 ZX -1.446564E+02 C -1.321171E+02 LZ-0.01-0.62-0.78
0 13 X 1.509978E+03 XY 9.556797E+02 A 1.428789E+04 LX 0.04-0.05-1.00-3.027026E+02 2.534457E+04
Y -3.896162E+02 YZ 1.456299E+04 B -1.490127E+04 LY 0.71 0.71 0.00Z -2.122537E+02 ZX -1.446564E+02 C 1.521489E+03 LZ 0.71-0.70 0.07
0 10 X -2.801127E+03 XY 9.556797E+02 A 1.562676E+04 LX-0.25 0.39-0.891.017058E+03 2.838790E+04
Y -3.896162E+02 YZ 1.456299E+04 B -1.714037E+04 LY 0.64-0.62-0.45Z 1.395681E+02 ZX -7.292001E+03 C -1.537560E+03 LZ 0.72 0.68 0.09
10
3d_beam.f06 4/15/2008
0 11 X -2.801127E+03 XY 9.556797E+02 A 6.366852E+03 LX-0.63 0.78-0.047.707689E+02 1.311327E+04
Y -3.667931E+01 YZ 2.488825E+02 B -8.711089E+03 LY-0.06-0.10-0.99Z 5.254996E+02 ZX -7.292001E+03 C 3.193030E+01 LZ 0.78 0.62-0.11
0 6 X -4.314477E+03 XY -2.216528E+03 A 6.218221E+02 LX-0.40 0.91-0.111.716272E+03 5.494211E+03
Y -4.741944E+02 YZ 2.488825E+02 B -5.327061E+03 LY 0.87 0.42 0.26Z -3.601436E+02 ZX -1.446564E+02 C -4.435760E+02 LZ 0.28 0.01-0.96
0 4 X -4.314477E+03 XY -2.216528E+03 A 1.413379E+04 LX-0.09 0.13-0.991.826311E+03 2.579503E+04
Y -9.522038E+02 YZ 1.456299E+04 B -1.535171E+04 LY 0.70 0.71 0.03Z -2.122537E+02 ZX -1.446564E+02 C -4.261015E+03 LZ 0.71-0.69-0.16
0 1 X 6.141297E+03 XY -2.216528E+03 A 1.813134E+04 LX-0.50 0.17-0.85-1.776221E+03 2.922782E+04
Y -9.522038E+02 YZ 1.456299E+04 B -1.557400E+04 LY 0.56-0.68-0.47Z 1.395681E+02 ZX -7.292001E+03 C 2.771322E+03 LZ 0.66 0.71-0.25
1 THIS IS A DEFAULT SUBCASE. APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 23
0SUBCASE 1
S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINESMEANELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C-PRESSURE VON MISES
0 2 X 6.141297E+03 XY -2.216528E+03 A 1.147345E+04 LX 0.82 0.57 0.01-2.064201E+03 1.458065E+04
Y -4.741944E+02 YZ 2.488825E+02 B -4.753376E+03 LY-0.16 0.25-0.95Z 5.254996E+02 ZX -7.292001E+03 C -5.274756E+02 LZ-0.55 0.78 0.30
0 5 0GRID CS 8 GP0 CENTER X 2.186893E+02 XY 1.335857E+02 A 1.898925E+03 LX-0.19-0.32-0.93-7.017659E+02 1.799940E+03
Y 1.944580E+02 YZ -4.916510E+02 B 3.222190E+01 LY-0.29 0.92-0.26Z 1.692150E+03 ZX -2.908086E+02 C 1.741508E+02 LZ 0.94 0.22-0.26
0 36 X -6.350770E+02 XY 2.671713E+02 A 6.533709E+03 LX-0.08-0.51-0.86-1.653723E+03 7.328918E+03
Y -7.354225E+02 YZ -1.048518E+03 B -9.951923E+02 LY-0.15 0.86-0.49Z 6.331669E+03 ZX -5.645110E+02 C -5.773470E+02 LZ 0.99 0.08-0.14
0 35 X -6.350770E+02 XY 2.671713E+02 A 1.031436E+02 LX 0.63 0.76 0.174.126966E+02 1.166097E+03
Y -1.536399E+02 YZ 6.521613E+01 B -1.174296E+03 LY 0.51-0.24-0.83Z -4.493730E+02 ZX -5.645110E+02 C -1.669379E+02 LZ-0.59 0.61-0.53
0 32 X -1.570605E+02 XY 2.671713E+02 A 2.684398E+02 LX 0.09-0.70-0.711.820559E+01 6.301312E+02
Y -1.536399E+02 YZ 6.521613E+01 B -4.274812E+02 LY 0.21 0.71-0.68Z 2.560836E+02 ZX -1.710612E+01 C 1.044247E+02 LZ 0.97-0.08 0.21
11
3d_beam.f06 4/15/2008
0 34 X -1.570605E+02 XY 2.671713E+02 A 1.213664E+03 LX-0.10-0.19-0.988.742052E+01 2.218747E+03
Y -7.354225E+02 YZ -1.048518E+03 B -1.347332E+03 LY-0.48 0.87-0.12Z 6.302216E+02 ZX -1.710612E+01 C -1.285945E+02 LZ 0.87 0.46-0.18
0 33 X 1.245617E+03 XY -1.323737E-14 A 6.603400E+03 LX-0.10 0.73 0.67-3.000345E+03 5.408129E+03
Y 1.423750E+03 YZ -1.048518E+03 B 1.085746E+03 LY-0.20 0.65-0.74Z 6.331669E+03 ZX -5.645110E+02 C 1.311890E+03 LZ 0.97 0.21-0.08
0 31 X 1.245617E+03 XY -9.928025E-15 A 1.416719E+03 LX 0.96 0.29-0.04-3.464628E+02 1.774130E+03
Y 2.431449E+02 YZ 6.521613E+01 B -6.246619E+02 LY-0.02-0.07-1.00Z -4.493730E+02 ZX -5.645110E+02 C 2.473313E+02 LZ-0.29 0.95-0.06
0 29 X 4.212780E+02 XY -1.323737E-14 A 4.233153E+02 LX 0.99-0.05-0.12-3.068355E+02 2.079213E+02
Y 2.431449E+02 YZ 6.521613E+01 B 1.835205E+02 LY-0.04 0.74-0.67Z 2.560836E+02 ZX -1.710612E+01 C 3.136706E+02 LZ-0.12-0.67-0.73
0 30 X 4.212780E+02 XY -2.647473E-14 A 2.148116E+03 LX 0.01 0.03-1.00-8.250831E+02 2.034255E+03
Y 1.423750E+03 YZ -1.048518E+03 B -9.447469E+01 LY 0.82 0.57 0.02Z 6.302216E+02 ZX -1.710612E+01 C 4.216073E+02 LZ-0.57 0.82 0.02
0 6 0GRID CS 8 GP0 CENTER X 5.338876E+02 XY 4.778398E+02 A 9.121383E+03 LX 0.33-0.41-0.85-1.011627E+03 1.405297E+04
Y 7.501010E+02 YZ -6.888304E+03 B -7.105580E+03 LY-0.59 0.62-0.52Z 1.750893E+03 ZX 4.210699E+03 C 1.019079E+03 LZ 0.74 0.67-0.04
1 THIS IS A DEFAULT SUBCASE. APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 24
0SUBCASE 1
S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINESMEANELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C-PRESSURE VON MISES
0 33 X 1.513996E+03 XY 4.735045E-14 A 2.018344E+04 LX 0.34-0.39-0.85-3.045503E+03 2.840039E+04
Y 1.267987E+03 YZ -1.373967E+04 B -1.249333E+04 LY-0.55 0.65-0.52Z 6.354527E+03 ZX 8.476720E+03 C 1.446400E+03 LZ 0.76 0.65 0.01
0 31 X 1.513996E+03 XY 2.959403E-14 A 9.784583E+03 LX 0.72-0.70 0.00-1.022405E+03 1.471119E+04
Y 4.567742E+02 YZ -3.693765E+01 B -7.174162E+03 LY 0.00 0.00-1.00Z 1.096446E+03 ZX 8.476720E+03 C 4.567944E+02 LZ 0.70 0.72 0.00
0 29 X 2.107646E+02 XY 2.367523E-14 A 4.595025E+02 LX 0.02 0.20-0.98-2.048869E+02 4.562471E+02
Y 4.567742E+02 YZ -3.693765E+01 B -6.652260E+01 LY 1.00 0.07 0.03Z -5.287799E+01 ZX -5.532184E+01 C 2.216809E+02 LZ-0.07 0.98 0.19
12
3d_beam.f06 4/15/2008
0 30 X 2.107646E+02 XY 0.0 A 1.420163E+04 LX 0.00 0.00-1.00-3.614099E+02 2.384258E+04
Y 1.267987E+03 YZ -1.373967E+04 B -1.332818E+04 LY 0.73 0.69 0.00Z -3.945215E+02 ZX -5.532184E+01 C 2.107817E+02 LZ-0.69 0.73 0.00
0 20 X -1.400633E+03 XY 9.556797E+02 A 1.943542E+04 LX 0.29-0.48-0.83-1.946831E+03 2.884919E+04
Y 8.865978E+02 YZ -1.373967E+04 B -1.372836E+04 LY-0.56 0.62-0.55Z 6.354527E+03 ZX 8.476720E+03 C 1.334350E+02 LZ 0.78 0.62-0.09
0 19 X -1.400633E+03 XY 9.556797E+02 A 8.460364E+03 LX 0.65 0.76-0.01-2.828611E+01 1.494248E+04
Y 3.890455E+02 YZ -3.693765E+01 B -8.781333E+03 LY 0.07-0.08-0.99Z 1.096446E+03 ZX 8.476720E+03 C 4.058269E+02 LZ 0.75-0.65 0.11
0 17 X 1.811422E+03 XY 9.556797E+02 A 2.293356E+03 LX 0.89-0.43-0.12-7.158633E+02 2.366491E+03
Y 3.890455E+02 YZ -3.693765E+01 B -9.278574E+01 LY 0.45 0.88 0.18Z -5.287799E+01 ZX -5.532184E+01 C -5.298096E+01 LZ-0.03 0.21-0.98
0 18 X 1.811422E+03 XY 9.556797E+02 A 1.404419E+04 LX 0.06-0.04-1.00-7.678329E+02 2.393253E+04
Y 8.865978E+02 YZ -1.373967E+04 B -1.353362E+04 LY 0.72 0.69 0.02Z -3.945215E+02 ZX -5.532184E+01 C 1.792934E+03 LZ-0.69 0.72-0.07
0 7 0GRID CS 8 GP0 CENTER X -2.123519E+02 XY 1.403232E+02 A -6.255008E+00 LX 0.27 0.16-0.957.136951E+02 1.872474E+03
Y -2.365831E+02 YZ 6.039845E+02 B -1.958126E+03 LY 0.92-0.34 0.20Z -1.692150E+03 ZX -2.570092E+02 C -1.767043E+02 LZ 0.29 0.93 0.24
0 35 X 7.790198E+02 XY 2.806464E+02 A 1.011043E+03 LX 0.93 0.32 0.19-2.901585E+01 1.676992E+03
Y 4.188793E+01 YZ 6.521613E+01 B -9.247631E+02 LY 0.25-0.16-0.96Z -7.338602E+02 ZX -5.311244E+02 C 7.678817E-01 LZ-0.27 0.94-0.22
0 28 X 7.790198E+02 XY 2.806464E+02 A 1.035118E+03 LX 0.67 0.08-0.741.679582E+03 7.563896E+03
Y 6.786742E+02 YZ 1.142753E+03 B -6.717101E+03 LY 0.74-0.16 0.66Z -6.496439E+03 ZX -5.311244E+02 C 6.432380E+02 LZ 0.06 0.99 0.16
0 27 X 3.846725E+01 XY 2.806464E+02 A 1.697347E+03 LX 0.13 0.24-0.96-3.542919E+02 2.112435E+03
Y 6.786742E+02 YZ 1.142753E+03 B -6.841310E+02 LY 0.76-0.65-0.05Z 3.457344E+02 ZX 1.710612E+01 C 4.965955E+01 LZ 0.64 0.72 0.27
1 THIS IS A DEFAULT SUBCASE. APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 25
0SUBCASE 1
S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINESMEANELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C-PRESSURE VON MISES
13
3d_beam.f06 4/15/2008
0 32 X 3.846725E+01 XY 2.806464E+02 A 3.363960E+02 LX 0.67-0.70 0.25-6.543942E+01 5.056449E+02
Y 4.188793E+01 YZ 6.521613E+01 B -2.437124E+02 LY 0.70 0.71 0.12Z 1.159631E+02 ZX 1.710612E+01 C 1.036346E+02 LZ 0.26-0.10-0.96
0 31 X -1.468037E+03 XY -1.390501E-14 A -3.458596E+02 LX-0.20 0.88 0.428.596293E+02 1.336943E+03
Y -3.769906E+02 YZ 6.521613E+01 B -1.747256E+03 LY 0.88-0.02 0.47Z -7.338602E+02 ZX -5.311244E+02 C -4.857719E+02 LZ 0.42 0.47-0.78
0 26 X -1.468037E+03 XY -1.042876E-14 A -1.020417E+03 LX-0.26 0.10-0.963.084793E+03 5.565628E+03
Y -1.289904E+03 YZ 1.142753E+03 B -6.787031E+03 LY 0.94-0.20-0.28Z -6.496439E+03 ZX -5.311244E+02 C -1.446931E+03 LZ 0.22 0.97 0.04
0 25 X -1.988575E+02 XY -1.390501E-14 A 9.333643E+02 LX 0.01 0.00-1.003.810090E+02 2.449422E+03
Y -1.289904E+03 YZ 1.142753E+03 B -1.877366E+03 LY 0.46 0.89 0.01Z 3.457344E+02 ZX 1.710612E+01 C -1.990255E+02 LZ 0.89-0.46 0.01
0 29 X -1.988575E+02 XY -2.781002E-14 A 1.253326E+02 LX 0.05 0.01-1.001.532950E+02 4.478400E+02
Y -3.769906E+02 YZ 6.521613E+01 B -3.854987E+02 LY 0.13 0.99 0.02Z 1.159631E+02 ZX 1.710612E+01 C -1.997190E+02 LZ 0.99-0.13 0.05
0 8 0GRID CS 8 GP0 CENTER X -1.166416E+03 XY 6.282237E+01 A 6.808377E+03 LX 0.34-0.41-0.858.340458E+02 1.328971E+04
Y 4.151720E+02 YZ 6.398212E+03 B -8.536904E+03 LY 0.67-0.53 0.53Z -1.750893E+03 ZX 4.083538E+03 C -7.736109E+02 LZ 0.66 0.74-0.09
0 31 X -1.311916E+03 XY 6.225240E-15 A 7.349484E+03 LX 0.68 0.73 0.006.494516E+02 1.408574E+04
Y -3.887597E+02 YZ -3.693765E+01 B -8.909061E+03 LY 0.00 0.00-1.00Z -2.476794E+02 ZX 8.111753E+03 C -3.887788E+02 LZ 0.73-0.68 0.00
0 26 X -1.311916E+03 XY 3.890775E-15 A 1.170520E+04 LX 0.41-0.35-0.852.875494E+03 2.670492E+04
Y -1.336001E+03 YZ 1.283336E+04 B -1.901288E+04 LY 0.64-0.55 0.53Z -5.978564E+03 ZX 8.111753E+03 C -1.318794E+03 LZ 0.65 0.76 0.00
0 25 X -4.128449E+02 XY 3.112620E-15 A 1.197731E+04 LX 0.00 0.00-1.007.141653E+02 2.224781E+04
Y -1.336001E+03 YZ 1.283336E+04 B -1.370694E+04 LY 0.69 0.72 0.00Z -3.936502E+02 ZX 5.532184E+01 C -4.128621E+02 LZ 0.72-0.69 0.00
0 29 X -4.128449E+02 XY 0.0 A -3.263976E+02 LX 0.48 0.70-0.523.950946E+02 1.183341E+02
Y -3.887597E+02 YZ -3.693765E+01 B -4.630317E+02 LY-0.45-0.32-0.84Z -3.836793E+02 ZX 5.532184E+01 C -3.958546E+02 LZ 0.75-0.64-0.16
0 19 X -5.046006E+03 XY 1.256447E+02 A 5.812600E+03 LX 0.60 0.80 0.001.911344E+03 1.481856E+04
Y -4.403468E+02 YZ -3.693765E+01 B -1.110737E+04 LY 0.01-0.01-1.00Z -2.476794E+02 ZX 8.111753E+03 C -4.392666E+02 LZ 0.80-0.60 0.01
0 14 X -5.046006E+03 XY 1.256447E+02 A 1.392884E+04 LX 0.26-0.47-0.852.399592E+03 2.791749E+04
Y 3.825796E+03 YZ 1.283336E+04 B -1.829893E+04 LY 0.76-0.44 0.48Z -5.978564E+03 ZX 8.111753E+03 C -2.828684E+03 LZ 0.60 0.77-0.24
14
3d_beam.f06 4/15/2008
1 THIS IS A DEFAULT SUBCASE. APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 26
0SUBCASE 1
S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINESMEANELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C-PRESSURE VON MISES
0 13 X 2.105102E+03 XY 1.256447E+02 A 1.472306E+04 LX 0.01 0.00-1.00-1.845749E+03 2.253100E+04
Y 3.825796E+03 YZ 1.283336E+04 B -1.128966E+04 LY 0.76-0.65 0.01Z -3.936502E+02 ZX 5.532184E+01 C 2.103844E+03 LZ 0.65 0.76 0.01
0 17 X 2.105102E+03 XY 1.256447E+02 A 2.112433E+03 LX 1.00-0.05 0.00-4.270252E+02 2.529607E+03
Y -4.403468E+02 YZ -3.693765E+01 B -4.658840E+02 LY 0.05 0.90 0.44Z -3.836793E+02 ZX 5.532184E+01 C -3.654732E+02 LZ 0.02 0.44-0.90
0 9 0GRID CS 8 GP0 CENTER X -2.123519E+02 XY 1.403232E+02 A -6.255008E+00 LX 0.27-0.16-0.957.136951E+02 1.872474E+03
Y -2.365831E+02 YZ -6.039845E+02 B -1.958126E+03 LY 0.92 0.34 0.20Z -1.692150E+03 ZX 2.570092E+02 C -1.767043E+02 LZ-0.29 0.93-0.24
0 34 X 3.846725E+01 XY 2.806464E+02 A 1.697347E+03 LX 0.13-0.24-0.96-3.542919E+02 2.112435E+03
Y 6.786742E+02 YZ -1.142753E+03 B -6.841310E+02 LY 0.76 0.65-0.05Z 3.457344E+02 ZX -1.710612E+01 C 4.965955E+01 LZ-0.64 0.72-0.27
0 32 X 3.846725E+01 XY 2.806464E+02 A 3.363960E+02 LX 0.67-0.70-0.25-6.543942E+01 5.056449E+02
Y 4.188793E+01 YZ -6.521613E+01 B -2.437124E+02 LY 0.70 0.71-0.12Z 1.159631E+02 ZX -1.710612E+01 C 1.036346E+02 LZ-0.26 0.10-0.96
0 23 X 7.790198E+02 XY 2.806464E+02 A 1.011043E+03 LX 0.93-0.32 0.19-2.901585E+01 1.676992E+03
Y 4.188793E+01 YZ -6.521613E+01 B -9.247631E+02 LY 0.25 0.16-0.96Z -7.338602E+02 ZX 5.311244E+02 C 7.678817E-01 LZ 0.27 0.94 0.22
0 24 X 7.790198E+02 XY 2.806464E+02 A 1.035118E+03 LX 0.67-0.08-0.741.679582E+03 7.563896E+03
Y 6.786742E+02 YZ -1.142753E+03 B -6.717101E+03 LY 0.74 0.16 0.66Z -6.496439E+03 ZX 5.311244E+02 C 6.432380E+02 LZ-0.06 0.99-0.16
0 30 X -1.988575E+02 XY -1.390501E-14 A 9.333643E+02 LX-0.01 0.00-1.003.810090E+02 2.449422E+03
Y -1.289904E+03 YZ -1.142753E+03 B -1.877366E+03 LY-0.46 0.89 0.01Z 3.457344E+02 ZX -1.710612E+01 C -1.990255E+02 LZ 0.89 0.46-0.01
0 29 X -1.988575E+02 XY -1.042876E-14 A 1.253326E+02 LX-0.05 0.01-1.001.532950E+02 4.478400E+02
Y -3.769906E+02 YZ -6.521613E+01 B -3.854987E+02 LY-0.13 0.99 0.02Z 1.159631E+02 ZX -1.710612E+01 C -1.997190E+02 LZ 0.99 0.13-0.05
15
3d_beam.f06 4/15/2008
0 21 X -1.468037E+03 XY -1.390501E-14 A -3.458596E+02 LX-0.20 0.88-0.428.596293E+02 1.336943E+03
Y -3.769906E+02 YZ -6.521613E+01 B -1.747256E+03 LY 0.88-0.02-0.47Z -7.338602E+02 ZX 5.311244E+02 C -4.857719E+02 LZ-0.42-0.47-0.78
0 22 X -1.468037E+03 XY -2.781002E-14 A -1.020417E+03 LX-0.26-0.10-0.963.084793E+03 5.565628E+03
Y -1.289904E+03 YZ -1.142753E+03 B -6.787031E+03 LY 0.94 0.20-0.28Z -6.496439E+03 ZX 5.311244E+02 C -1.446931E+03 LZ-0.22 0.97-0.04
0 10 0GRID CS 8 GP1 THIS IS A DEFAULT SUBCASE. APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 27
0SUBCASE 1
S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINESMEANELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C-PRESSURE VON MISES
0 CENTER X -1.166416E+03 XY 6.282237E+01 A 6.808377E+03 LX 0.34 0.41-0.858.340458E+02 1.328971E+04
Y 4.151720E+02 YZ -6.398212E+03 B -8.536904E+03 LY 0.67 0.53 0.53Z -1.750893E+03 ZX -4.083538E+03 C -7.736109E+02 LZ-0.66 0.74 0.09
0 30 X -4.128449E+02 XY 6.225240E-15 A 1.197731E+04 LX 0.00 0.00-1.007.141653E+02 2.224781E+04
Y -1.336001E+03 YZ -1.283336E+04 B -1.370694E+04 LY-0.69 0.72 0.00Z -3.936502E+02 ZX -5.532184E+01 C -4.128621E+02 LZ 0.72 0.69 0.00
0 29 X -4.128449E+02 XY 3.890775E-15 A -3.263976E+02 LX-0.48 0.70-0.523.950946E+02 1.183341E+02
Y -3.887597E+02 YZ 3.693765E+01 B -4.630317E+02 LY 0.45-0.32-0.84Z -3.836793E+02 ZX -5.532184E+01 C -3.958546E+02 LZ 0.75 0.64 0.16
0 21 X -1.311916E+03 XY 3.112620E-15 A 7.349484E+03 LX-0.68 0.73 0.006.494516E+02 1.408574E+04
Y -3.887597E+02 YZ 3.693765E+01 B -8.909061E+03 LY 0.00 0.00-1.00Z -2.476794E+02 ZX -8.111753E+03 C -3.887788E+02 LZ 0.73 0.68 0.00
0 22 X -1.311916E+03 XY 0.0 A 1.170520E+04 LX-0.41 0.35-0.852.875494E+03 2.670492E+04
Y -1.336001E+03 YZ -1.283336E+04 B -1.901288E+04 LY-0.64 0.55 0.53Z -5.978564E+03 ZX -8.111753E+03 C -1.318794E+03 LZ 0.65 0.76 0.00
0 18 X 2.105102E+03 XY 1.256447E+02 A 1.472306E+04 LX 0.01 0.00-1.00-1.845749E+03 2.253100E+04
Y 3.825796E+03 YZ -1.283336E+04 B -1.128966E+04 LY 0.76 0.65 0.01Z -3.936502E+02 ZX -5.532184E+01 C 2.103844E+03 LZ-0.65 0.76-0.01
0 17 X 2.105102E+03 XY 1.256447E+02 A 2.112433E+03 LX 1.00-0.05 0.00-4.270252E+02 2.529607E+03
Y -4.403468E+02 YZ 3.693765E+01 B -4.658840E+02 LY 0.05 0.90-0.44Z -3.836793E+02 ZX -5.532184E+01 C -3.654732E+02 LZ-0.02-0.44-0.90
16
3d_beam.f06 4/15/2008
0 11 X -5.046006E+03 XY 1.256447E+02 A 5.812600E+03 LX-0.60 0.80 0.001.911344E+03 1.481856E+04
Y -4.403468E+02 YZ 3.693765E+01 B -1.110737E+04 LY-0.01-0.01-1.00Z -2.476794E+02 ZX -8.111753E+03 C -4.392666E+02 LZ 0.80 0.60-0.01
0 12 X -5.046006E+03 XY 1.256447E+02 A 1.392884E+04 LX 0.26 0.47-0.852.399592E+03 2.791749E+04
Y 3.825796E+03 YZ -1.283336E+04 B -1.829893E+04 LY 0.76 0.44 0.48Z -5.978564E+03 ZX -8.111753E+03 C -2.828684E+03 LZ-0.60 0.77 0.24
0 11 0GRID CS 8 GP0 CENTER X 2.186893E+02 XY 1.335857E+02 A 1.898925E+03 LX 0.19-0.32-0.93-7.017659E+02 1.799940E+03
Y 1.944580E+02 YZ 4.916510E+02 B 3.222190E+01 LY 0.29 0.92-0.26Z 1.692150E+03 ZX 2.908086E+02 C 1.741508E+02 LZ 0.94-0.22 0.26
0 32 X -1.570605E+02 XY 2.671713E+02 A 2.684398E+02 LX-0.09-0.70-0.711.820559E+01 6.301312E+02
Y -1.536399E+02 YZ -6.521613E+01 B -4.274812E+02 LY-0.21 0.71-0.68Z 2.560836E+02 ZX 1.710612E+01 C 1.044247E+02 LZ 0.97 0.08-0.21
0 27 X -1.570605E+02 XY 2.671713E+02 A 1.213664E+03 LX 0.10-0.19-0.988.742052E+01 2.218747E+03
Y -7.354225E+02 YZ 1.048518E+03 B -1.347332E+03 LY 0.48 0.87-0.12Z 6.302216E+02 ZX 1.710612E+01 C -1.285945E+02 LZ 0.87-0.46 0.18
1 THIS IS A DEFAULT SUBCASE. APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 28
0SUBCASE 1
S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINESMEANELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C-PRESSURE VON MISES
0 16 X -6.350770E+02 XY 2.671713E+02 A 6.533709E+03 LX 0.08-0.51-0.86-1.653723E+03 7.328918E+03
Y -7.354225E+02 YZ 1.048518E+03 B -9.951923E+02 LY 0.15 0.86-0.49Z 6.331669E+03 ZX 5.645110E+02 C -5.773470E+02 LZ 0.99-0.08 0.14
0 23 X -6.350770E+02 XY 2.671713E+02 A 1.031436E+02 LX 0.63 0.76 0.174.126966E+02 1.166097E+03
Y -1.536399E+02 YZ -6.521613E+01 B -1.174296E+03 LY 0.51-0.24-0.83Z -4.493730E+02 ZX 5.645110E+02 C -1.669379E+02 LZ 0.59-0.61 0.53
0 29 X 4.212780E+02 XY -1.323737E-14 A 4.233153E+02 LX 0.99-0.05 0.12-3.068355E+02 2.079213E+02
Y 2.431449E+02 YZ -6.521613E+01 B 1.835205E+02 LY-0.04 0.74 0.67Z 2.560836E+02 ZX 1.710612E+01 C 3.136706E+02 LZ 0.12 0.67-0.73
0 25 X 4.212780E+02 XY -9.928025E-15 A 2.148116E+03 LX 0.01-0.03-1.00-8.250831E+02 2.034255E+03
Y 1.423750E+03 YZ 1.048518E+03 B -9.447469E+01 LY 0.82-0.57 0.02Z 6.302216E+02 ZX 1.710612E+01 C 4.216073E+02 LZ 0.57 0.82-0.02
17
3d_beam.f06 4/15/2008
0 15 X 1.245617E+03 XY -1.323737E-14 A 6.603400E+03 LX 0.10 0.73 0.67-3.000345E+03 5.408129E+03
Y 1.423750E+03 YZ 1.048518E+03 B 1.085746E+03 LY 0.20 0.65-0.74Z 6.331669E+03 ZX 5.645110E+02 C 1.311890E+03 LZ 0.97-0.21 0.08
0 21 X 1.245617E+03 XY -2.647473E-14 A 1.416719E+03 LX 0.96-0.29-0.04-3.464628E+02 1.774130E+03
Y 2.431449E+02 YZ -6.521613E+01 B -6.246619E+02 LY-0.02 0.07-1.00Z -4.493730E+02 ZX 5.645110E+02 C 2.473313E+02 LZ 0.29 0.95 0.06
0 12 0GRID CS 8 GP0 CENTER X 5.338876E+02 XY 4.778398E+02 A 9.121383E+03 LX-0.33 0.41-0.85-1.011627E+03 1.405297E+04
Y 7.501010E+02 YZ 6.888304E+03 B -7.105580E+03 LY 0.59-0.62-0.52Z 1.750893E+03 ZX -4.210699E+03 C 1.019079E+03 LZ 0.74 0.67 0.04
0 29 X 2.107646E+02 XY 4.735045E-14 A 4.595025E+02 LX 0.02-0.20-0.98-2.048869E+02 4.562471E+02
Y 4.567742E+02 YZ 3.693765E+01 B -6.652260E+01 LY 1.00-0.07 0.03Z -5.287799E+01 ZX 5.532184E+01 C 2.216809E+02 LZ 0.07 0.98-0.19
0 25 X 2.107646E+02 XY 2.959403E-14 A 1.420163E+04 LX 0.00 0.00-1.00-3.614099E+02 2.384258E+04
Y 1.267987E+03 YZ 1.373967E+04 B -1.332818E+04 LY 0.73-0.69 0.00Z -3.945215E+02 ZX 5.532184E+01 C 2.107817E+02 LZ 0.69 0.73 0.00
0 15 X 1.513996E+03 XY 2.367523E-14 A 2.018344E+04 LX-0.34 0.39-0.85-3.045503E+03 2.840039E+04
Y 1.267987E+03 YZ 1.373967E+04 B -1.249333E+04 LY 0.55-0.65-0.52Z 6.354527E+03 ZX -8.476720E+03 C 1.446400E+03 LZ 0.76 0.65-0.01
0 21 X 1.513996E+03 XY 0.0 A 9.784583E+03 LX 0.72 0.70 0.00-1.022405E+03 1.471119E+04
Y 4.567742E+02 YZ 3.693765E+01 B -7.174162E+03 LY 0.00 0.00-1.00Z 1.096446E+03 ZX -8.476720E+03 C 4.567944E+02 LZ-0.70 0.72 0.00
0 17 X 1.811422E+03 XY 9.556797E+02 A 2.293356E+03 LX 0.89-0.43 0.12-7.158633E+02 2.366491E+03
Y 3.890455E+02 YZ 3.693765E+01 B -9.278574E+01 LY 0.45 0.88-0.18Z -5.287799E+01 ZX 5.532184E+01 C -5.298096E+01 LZ 0.03-0.21-0.98
1 THIS IS A DEFAULT SUBCASE. APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 29
0SUBCASE 1
S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINESMEANELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C-PRESSURE VON MISES
0 13 X 1.811422E+03 XY 9.556797E+02 A 1.404419E+04 LX 0.06 0.04-1.00-7.678329E+02 2.393253E+04
Y 8.865978E+02 YZ 1.373967E+04 B -1.353362E+04 LY 0.72-0.69 0.02Z -3.945215E+02 ZX 5.532184E+01 C 1.792934E+03 LZ 0.69 0.72 0.07
18
3d_beam.f06 4/15/2008
0 10 X -1.400633E+03 XY 9.556797E+02 A 1.943542E+04 LX-0.29 0.48-0.83-1.946831E+03 2.884919E+04
Y 8.865978E+02 YZ 1.373967E+04 B -1.372836E+04 LY 0.56-0.62-0.55Z 6.354527E+03 ZX -8.476720E+03 C 1.334350E+02 LZ 0.78 0.62 0.09
0 11 X -1.400633E+03 XY 9.556797E+02 A 8.460364E+03 LX-0.65 0.76-0.01-2.828611E+01 1.494248E+04
Y 3.890455E+02 YZ 3.693765E+01 B -8.781333E+03 LY-0.07-0.08-0.99Z 1.096446E+03 ZX -8.476720E+03 C 4.058269E+02 LZ 0.75 0.65-0.11
1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 30
TORUE_CONVENTIONAL0SUBCASE 3
S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINESMEANELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C-PRESSURE VON MISES
0 1 0GRID CS 8 GP0 CENTER X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 20 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 19 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 17 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 18 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 9 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 8 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0
19
3d_beam.f06 4/15/2008
Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.00 6 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 7 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 2 0GRID CS 8 GP0 CENTER X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
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1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 42
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S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
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1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 44
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1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 46
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0 10 0GRID CS 8 GP1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 47
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Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 27 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 48
28
3d_beam.f06 4/15/2008
TORUE_CONVENTIONAL0SUBCASE 3
S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINESMEANELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C-PRESSURE VON MISES
0 16 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 23 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 29 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 25 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 15 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 21 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 12 0GRID CS 8 GP0 CENTER X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 29 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 25 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 15 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
29
3d_beam.f06 4/15/2008
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 21 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 17 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 49
TORUE_CONVENTIONAL0SUBCASE 3
S T R E S S E S I N H E X A H E D R O N S O L I D E L E M E N T S ( H E X A)
0 CORNER ------CENTER AND CORNER POINT STRESSES--------- DIR. COSINESMEANELEMENT-ID GRID-ID NORMAL SHEAR PRINCIPAL -A- -B- -C-PRESSURE VON MISES
0 13 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 10 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
0 11 X 0.0 XY 0.0 A 0.0 LX 0.0 0.0 0.0 0.00.0
Y 0.0 YZ 0.0 B 0.0 LY 0.0 0.0 0.0Z 0.0 ZX 0.0 C 0.0 LZ 0.0 0.0 0.0
1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 50
0*** USER INFORMATION MESSAGE 4114 (OUTPX2)
DATA BLOCK OES1X1 WRITTEN ON FORTRAN UNIT 12 IN BINARY (BIGEND) FORMAT USING NDDL DESCRIPTION FOROES1X1, TRL =
101 63 4 15 80 1
NAME OF DATA BLOCK WRITTEN ON FORTRAN UNIT IS OES1X1(MAXIMUM POSSIBLE FORTRAN RECORD SIZE = 16386 WORDS.)
(MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 2316 WORDS.)(NUMBER OF FORTRAN RECORDS WRITTEN = 40 RECORDS.)(TOTAL DATA WRITTEN FOR DATA BLOCK = 7435 WORDS.)
*** USER INFORMATION MESSAGE 4110 (OUTPX2)
30
3d_beam.f06 4/15/2008
END-OF-DATA SIMULATION ON FORTRAN UNIT 12(MAXIMUM SIZE OF FORTRAN RECORDS WRITTEN = 1 WORDS.)
(NUMBER OF FORTRAN RECORDS WRITTEN = 1 RECORDS.)(TOTAL DATA WRITTEN FOR EOF MARKER = 1 WORDS.)
1 MD NASTRAN JOB CREATED ON 15-APR-08 AT 12:52:08 APRIL 15, 2008 MD NASTRAN3/27/06 PAGE 51
0* * * * D B D I C T P R I N T * * * * SUBDMAP = PRTSUM , DMAP STATEMENT NO. 30
0 * * * * A N A L Y S I S S U M M A R Y T A B L E * * * *0 SEID PEID PROJ VERS APRCH SEMG SEMR SEKR SELG SELR MODES DYNRED SOLLIN PVALID SOLNL LOOPID DESIGNCYCLE SENSITIVITY
--------------------------------------------------------------------------------------------------------------------------
0 0 1 1 ' ' T T T T T F F T 0 F -10 F
0SEID = SUPERELEMENT ID.PEID = PRIMARY SUPERELEMENT ID OF IMAGE SUPERELEMENT.PROJ = PROJECT ID NUMBER.VERS = VERSION ID.APRCH = BLANK FOR STRUCTURAL ANALYSIS. HEAT FOR HEAT TRANSFER ANALYSIS.SEMG = STIFFNESS AND MASS MATRIX GENERATION STEP.SEMR = MASS MATRIX REDUCTION STEP (INCLUDES EIGENVALUE SOLUTION FOR MODES).SEKR = STIFFNESS MATRIX REDUCTION STEP.SELG = LOAD MATRIX GENERATION STEP.SELR = LOAD MATRIX REDUCTION STEP.MODES = T (TRUE) IF NORMAL MODES OR BUCKLING MODES CALCULATED.DYNRED = T (TRUE) MEANS GENERALIZED DYNAMIC AND/OR COMPONENT MODE REDUCTION PERFORMED.SOLLIN = T (TRUE) IF LINEAR SOLUTION EXISTS IN DATABASE.PVALID = P-DISTRIBUTION ID OF P-VALUE FOR P-ELEMENTSLOOPID = THE LAST LOOPID VALUE USED IN THE NONLINEAR ANALYSIS. USEFUL FOR RESTARTS.SOLNL = T (TRUE) IF NONLINEAR SOLUTION EXISTS IN DATABASE.DESIGN CYCLE = THE LAST DESIGN CYCLE (ONLY VALID IN OPTIMIZATION).SENSITIVITY = SENSITIVITY MATRIX GENERATION FLAG.
No PARAM values were set in the Control File.
1 * * * END OF JOB * * *
31
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