*HEADING
Explicit verification for meshed general section with beam added inertia
*PREPRINT,ECHO=YES,MODEL=YES,HISTORY=YES
*PART, NAME=BAIMESHED
*NODE
 1,  0.0, 0.0
11, 75., 0.0
*NGEN,NSET=ALL
 1,11,2
*ELEMENT,TYPE=B31, ELSET=EALL
1,1,3
2,3,5
3,5,7
4,7,9
5,9,11
*BEAM GENERAL SECTION,SECTION=MESHED,ELSET=EALL
0., 0., -1.
**EA,EI11,EI12,EI22,GJ
 6.78000E+08, 9.22074E+09,  71135.    , 1.62103E+09, 3.75395E+09
**mass,I11,I12,I22,cmx,cmy
 0.64980E-2, 0.02487, 0.0, 0.0, 0.0, 0.0
*transverse shear stiffness
2.13300E+08, 2.61300E+08,-3.25000E+07
*centroid
  0.0000    ,  0.0000    
*shear center
 6.52010E-04, -2.0407    
*section points
    1,   94,    4
 3.00000E+07, 8.00000E+06, 1.30000E+07,  45.000    , -5.8283    ,-0.29842    , 0.67723    ,-5.75757E-02
    2,  113,    3
 3.00000E+07, 8.00000E+06, 1.30000E+07,  45.000    ,-0.30749    , -5.8192    , 0.11359    ,-0.45355    
    4,  169,    4
 3.00000E+07, 8.00000E+06, 1.30000E+07,  45.000    ,  5.6191    ,  2.1971    ,-0.66618    , 3.40825E-02
    3,  140,    3
 3.00000E+07, 8.00000E+06, 1.30000E+07,  45.000    ,  2.1971    ,  5.6191    ,-3.81064E-02, 0.42379    
*BEAM ADDED INERTIA, ALPHA=0.0
 1.0000E-02,  -2.64708E-18, 7.54952E-15,  0.0, 0.2000, 4.02970E-02, 5.19286E-06
*END PART
*PART, NAME=MESHED
*NODE
 1,  0.0, 20.0
11, 75., 20.0
*NGEN,NSET=ALL
 1,11,2
*ELEMENT,TYPE=B31, ELSET=EALL
1,1,3
2,3,5
3,5,7
4,7,9
5,9,11
*BEAM GENERAL SECTION,SECTION=MESHED,ELSET=EALL
0., 0., -1.
**EA,EI11,EI12,EI22,GJ
 6.78000E+08, 9.22074E+09,  71135.    , 1.62103E+09, 3.75395E+09
**mass,I11,I12,I22,cmx,cmy
 1.64980E-02, 0.22487    , 5.19286E-06, 4.02970E-02,-2.64708E-18, 7.54952E-15
*transverse shear stiffness
2.13300E+08, 2.61300E+08,-3.25000E+07
*centroid
  0.0000    ,  0.0000    
*shear center
 6.52010E-04, -2.0407    
*section points
    1,   94,    4
 3.00000E+07, 8.00000E+06, 1.30000E+07,  45.000    , -5.8283    ,-0.29842    , 0.67723    ,-5.75757E-02
    2,  113,    3
 3.00000E+07, 8.00000E+06, 1.30000E+07,  45.000    ,-0.30749    , -5.8192    , 0.11359    ,-0.45355    
    4,  169,    4
 3.00000E+07, 8.00000E+06, 1.30000E+07,  45.000    ,  5.6191    ,  2.1971    ,-0.66618    , 3.40825E-02
    3,  140,    3
 3.00000E+07, 8.00000E+06, 1.30000E+07,  45.000    ,  2.1971    ,  5.6191    ,-3.81064E-02, 0.42379    
*END PART
*ASSEMBLY, NAME=ASSEMBLY
*INSTANCE,NAME=BAIMESHED_A, PART=BAIMESHED
0.0,0.0,0.0
*END INSTANCE
*INSTANCE,NAME=MESHED_A, PART=MESHED
0.0,0.0,0.0
*END INSTANCE
*END ASSEMBLY
*BOUNDARY
ASSEMBLY.BAIMESHED_A.1, 1, 6
ASSEMBLY.MESHED_A.1, 1, 6
*NSET, NSET=QA_TEST_NALL
ASSEMBLY.BAIMESHED_A.11
ASSEMBLY.MESHED_A.11
*ELSET, ELSET=QA_TEST_EALL
ASSEMBLY.BAIMESHED_A.1
ASSEMBLY.MESHED_A.1
*STEP
*DYNAMIC, EXPLICIT
,1.E-1
*CLOAD
ASSEMBLY.BAIMESHED_A.11,2,5.0E+5
ASSEMBLY.MESHED_A.11,2,5.0E+5
*OUTPUT,FIELD,NUMBER=4, TIMEMARKS=YES
*NODE OUTPUT, NSET=QA_TEST_NALL
U,
*ELEMENT OUTPUT,ELSET=QA_TEST_EALL
S,LE
*OUTPUT, HISTORY,FREQ=10
*NODE OUTPUT, NSET=QA_TEST_NALL
U,
*ELEMENT OUTPUT,ELSET=QA_TEST_EALL
2,
S,LE,
*END STEP