我是ansys初学者，已经创建了模型的节点，但不知如何创建受压钢筋和箍筋单元，有哪位高手知道请列出详细步

问题：钢筋混凝土梁的受力。混泥土solid65 钢筋pipe20例子中是用命令流做的，如果不用命令流，如何我是ansys初学者，已经创建了模型的节点，但不知如何创建受压钢筋和箍筋单元，有哪位高手知道请列出详细步骤，感谢！！！

!*************************************************
! 钢筋混泥土梁的弹塑性分析
!*************************************************
FINISH
/CLEAR

/FILENAME,RC_BEAM
/TITLE,ALALYSIS OF A RC_BEAM

/PREP7

ET,1,LINK8
ET,2,SOLID65

R,1,28.3E-6 !箍筋截面积
R,2,113.1E-6 !架立筋截面积
R,3,314.1E-6 !纵筋截面积

R,4,

MP,EX,1,2.1E11
MP,PRXY,1,0.3
TB,BKIN,1,1,2,1
TBDATA,,2.1E8,0

MP,EX,2,2.55E10
MP,PRXY,2,0.3
TB,KINH,2,1,8
TBTEMP,0
TBPT,,0.0001,2.55E6
TBPT,,0.0003,2.664E6
TBPT,,0.0006,4.896E6
TBPT,,0.0009,6.696E6
TBPT,,0.0012,8.064E6
TBPT,,0.0016,9.21E6
TBPT,,0.002,9.6E6
TBPT,,0.0033,9.6E6

TB,CONC,2,1,9
TBDATA,,0.3,0.55,1.5E6,-1

!模型建立
BLOCK,0,3,,0.4,0,-0.2
/VIEW,1,1,2,3
/REP,FAST
LPLOT
/PNUM,LINE,1
/REPLOT

VATT,2,4,2
LSEL,S,LINE,,4,5
LSEL,A,LINE,,2,7,5
LESIZE,ALL,0.05

LSEL,INVE
LESIZE,ALL,0.025
LSEL,ALL
VMESH,ALL

!建立钢筋单元
NSEL,S,LOC,X,0.125,0.175
NPLOT
/VIEW,1,1
/REP,FAST
/PNUM,NODE,1
/REPLOT

!箍筋
TYPE,1
MAT,1
REAL,1

*DO,I,3349,3354,1
E,I,I+1
*ENDDO

*DO,I,3355,3446,7
E,I,I+7
*ENDDO

*DO,I,3452,3447,-1
E,I+1,I
*ENDDO

*DO,I,3447,3356,-7
E,I,I-7
*ENDDO

ESEL,S,TYPE,,1
EGEN,19,315,ALL,,,,,,,,0.15
ALLSEL,ALL

!建立纵筋单元
TYPE,1
MAT,1
REAL,2

*DO,I,3145,9130,105
E,I,I+105
*ENDDO

ESEL,R,REAL,,2
EGEN,3,-3,ALL,,,,,,,,,,-0.075
ALLSEL,ALL

!建立架立筋单元
TYPE,1
MAT,1
REAL,3

*DO,I,3237,9222,105
E,I,I+105
*ENDDO

ESEL,R,REAL,,3
EGEN,2,6,ALL,,,,,,,,,,0.015
ALLSEL,ALL
ESEL,S,TYPE,,1
EPLOAT
/VIEW,1,1,2,3
/REP

!施加约束
NSEL,S,LOC,Y,0.19,0.21
NSEL,R,LOC,X,-0.01,0.01
D,ALL,ALL
ALLSEL,ALL
NSEL,S,LOC,Y,0.19,0.21
NSEL,R,LOC,X,2.99,3.01
D,ALL,ALL
ALLSEL,ALL

NSEL,S,LOC,Y,0.39,0.41
SF,ALL,PRES,50000
ALLSEL,ALL

FINI
!求解
/SOLU

搜一下：我是ansys初学者，已经创建了模型的节点，但不知如何创建受压钢筋和箍筋单元，有哪位高手知道请列出详细步