*HEADING
 Transfer from Standard to Explicit : MPC beam
 - Explicit analysis
 [base for xs_s_cps4r_mpcbeam]
*RESTART,TIMEMARKS=YES,WRITE,NUM=1
*NODE,NSET=NALL
1, 0.,0.
2, 1.,0.
3, 1.,1.
4, 0.,1.
*NSET,NSET=LEFT
1,4
*NSET,NSET=BOTTOM
1,2
*NSET,NSET=RIGHT
2,3
*ELEMENT,TYPE=CPS4R,ELSET=ELALL
1,1,2,3,4
*SOLID SECTION,ELSET=ELALL,MATERIAL=MAT1
*MATERIAL,NAME=MAT1
*ELASTIC
 2.1E11,.3
*DENSITY
 7800.0
*ELEMENT,TYPE=ROTARYI,ELSET=ROTARY
2,2
*ROTARY INERTIA,ELSET=ROTARY
1.E-7,1.E-7,1.E-7
*MPC
BEAM,3,2
*BOUNDARY
1,1,2
4,1,1
2,2,6
**
** STEP #1
**
**
*NSET, NSET=QA_TEST_ALLNODES
NALL, LEFT, BOTTOM, RIGHT
**
*STEP
*DYNAMIC,EXPLICIT, IMPROVED DT METHOD=NO
,0.1
*BOUNDARY,TYPE=VELOCITY
2, 1,1, 1.0
*FILE OUTPUT,TIMEMARKS=YES,NUM=4
*NODE FILE
U,
*OUTPUT, FIELD, TIMEMARKS=YES, NUMBER INTERVAL=4
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
U,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIMEINT=0.025
***OUTPUT,HISTORY,VARIABLE=PRESELECT
*END STEP