*HEADING
Standard verification for meshed general section and incident wave loading
*PREPRINT,ECHO=YES,MODEL=YES,HISTORY=YES
****************************************
*PART, NAME=MESHED
*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
 4.50000E+09, 3.03750E+12,-9.72748E-05, 1.03750E+12, 1.56731E+12
**mass,I11,I12,I22,cmx,cmy
  375.00    ,  2.54688E+05,-1.23919E-11,  88021.    , 8.41855E-15, -1.58946E-16
*transverse shear stiffness
1.73077E+09,1.73077E+09,0.0
*centroid
  0.0000    ,  0.0000    
*shear center
 -30.304    , 1.07751E-13
*section points
   51,   51,    3
 3.00000E+06, 1.15385E+06, 1.15385E+06,  0.0000    ,  9.3900    , -3.9434    ,-4.92043E-04,  7.8872    
   20,   20,    1
 3.00000E+06, 1.15385E+06, 1.15385E+06,  0.0000    , -27.723    , -31.057    ,  1.1606    ,  1.6086    
   40,   40,    1
 3.00000E+06, 1.15385E+06, 1.15385E+06,  0.0000    , -27.723    ,  31.057    , -1.1606    ,  1.6086
**
** INERTIA DUE TO FLUID IS ROUGHLY 10 TIMES BEAM INTRINSIC INERTIA
**
*BEAM FLUID INERTIA,FULL
1.21e3,0.0,0.0,1.,1.0,0.0  
*END PART
****************************************
*PART, NAME=GENERAL
*NODE
 1,  0.0, 40.0
11, 75., 40.0
*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=GENERAL,DENSITY=.25,ELSET=EALL
1500.,1.0125E+6,0.,.34583333E+6,1.3583353E+6
0., 0., -1.
3.E+6, 1.1538462E+6,
*centroid
  0.0000    ,  0.0000    
*shear center
 -30.304    , 1.07751E-13
**
** INERTIA DUE TO FLUID IS ROUGHLY 10 TIMES BEAM INTRINSIC INERTIA
**
*BEAM FLUID INERTIA,FULL
1.21e3,0.0,0.0,1.,1.0,0.0   
*END PART
****************************************
*ASSEMBLY, NAME=ASSEMBLY
*INSTANCE,NAME=MESHED_A, PART=MESHED
0.0,0.0,0.0
*END INSTANCE
*INSTANCE,NAME=GENERAL_A, PART=GENERAL
0.0,0.0,0.0
*END INSTANCE
**
*SURFACE,NAME=MSH
MESHED_A.EALL,S1
*SURFACE,NAME=GEN
GENERAL_A.EALL,S1
**
*END ASSEMBLY
****************************************
**BOUNDARY
**ASSEMBLY.MESHED_A.1, 1, 6
**ASSEMBLY.GENERAL_A.1, 1, 6
*NSET, NSET=QA_TEST_NALL
ASSEMBLY.MESHED_A.11
ASSEMBLY.GENERAL_A.11
*ELSET, ELSET=QA_TEST_EALL
ASSEMBLY.MESHED_A.1
ASSEMBLY.GENERAL_A.1
**
** THIS INCIDENT WAVE PROPERTY INDICATES A
** SOURCE, INITIALLY AT (37.5,0.0,30) WITH A STANDOFF
** (REFERENCE) POINT LOCATED AT (37.5,0.0,0.0) 
**
*INCIDENT WAVE PROPERTY,NAME=UNDEX,TYPE=p
37.5,0.0, 1.0
37.5,0.0,30.0
*INCIDENTWAVE FLUID PROPERTY
2.30625E9,1210.0,0.0
**
*AMPLITUDE,DEFINITION=TABU,NAME=POINTY,TIME=TOTAL
-1,1.e-12,  1.0e-12,1.0e-12,  1.0e-1,1.0,  2.0e-1,0.000
**
****************************************
*STEP
*DYNAMIC, ALPHA=-.01,INITIAL=YES,HAFTOL=1.5e5
0.001,1.,,1.
**
** THIS LOAD DEFINITION DESCRIBES THE LOAD AMPLITUDE, ITS
** LOAD PROPERTIES, AND A HARD REFLECTION PLANE LOCATED
** 250 UNITS FROM THE GIVEN SOURCE, WITH A NORMAL VECTOR
** AS INDICATED.
**
*INCIDENTWAVE,PRESSUREAMPLITUDE=POINTY,PROPERTY=UNDEX
GEN,5.0E+5
MSH,5.0E+5
*INCIDENTWAVEREFLECTION
250.0000, 0.0,0.0,-1.0, 1.0
**
*OUTPUT,FIELD,FREQUENCY=10
*NODE OUTPUT, NSET=QA_TEST_NALL
U,
*ELEMENT OUTPUT,ELSET=QA_TEST_EALL
S
*ELEMENT OUTPUT,ELSET=QA_TEST_EALL
LE
*OUTPUT, HISTORY,FREQ=1
*NODE OUTPUT, NSET=QA_TEST_NALL
U,v,a
*ELEMENT OUTPUT,ELSET=QA_TEST_EALL
S
*ELEMENT OUTPUT,ELSET=QA_TEST_EALL
LE
*END STEP