ANSYS土木工程经典实例命令流大全

1 1．ANSYS SOLID65环向布置钢筋的例子 (3)

2.混凝土非线性计算实例（1）- MISO 单压 (5)

3.混凝土非线性计算实例（2）- MISO 约束压 (6)

4.混凝土非线性计算实例（3）- KINH 滞回 (9)

5.混凝土非线性计算实例（4）- KINH 压-拉裂 ................................................................

11 6.混凝土非线性计算实例（5） (1)

2 7.混凝土非线性计算实例（6） (1)

4 8.混凝土非线性计算实例（7）- MISO 滞回 (1)

6 9.混凝土非线性计算实例（8） (1)

8 10.混凝土非线性计算实例（9）-梁平面应力 (2)

0 11.四层弹簧－质点模型的地震分析 (2)

2 12.悬臂梁地震分析 (4)

8 13.用beam 54单元描述变截面梁的例子 (7)

2 14.变截面梁实例 (7)

3 15.拱桥浇筑过程分析-单元生死应用实例 (7)

4 16.简支梁实体与预应力钢筋分析实例 (7)

5 17. 简单的二维焊接分析－单元生死实例 (7)

7 18.隧道开挖（三维）的命令流 (8)

4 19.岩土接触分析实例 (1)

01 20.钢筋混凝土管的动力响应特性分析实例 (1)

09 21.隧道模拟开挖命令流（入门） ......................................................................................

116 22.螺栓连接的模拟实现问题 ..............................................................................................

119 23.道路的基层、垫层模量与应力之间的关系 (1)

29 23.滞回分析 (1)

51 24.模拟某楼层浇注 (1)

53 25.在面上施加移动的面力 (1)

55 27.在任意面施加任意方向任意变化的压力 (1)

59 28.预紧分析 (1)

60 29.几何非线性+塑性+接触+蠕变 (1)

62 30.埋设在地下的排水管道 (1)

67 32.幕墙企业玻璃简化计算 (1)

72 33.等截面杆单元生死应用实例 (1)

88 34.梁板建模联系 (1)

89 36.简单的例子－如何对结构的振动控制分析 (1)

92 37.模态分析结果的输出实例 (1)

94 38.火车过桥动态加载实例（部分） (1)

96 39.悬索结构的找形和计算的例题 (2)

13 40.陶瓷杆撞击铝板的例子 (2)

18 41.求反作用力的APDL 命令法 (2)

21 42.LS-DYNA 实例（部分） (2)

22 43.路面分层填筑对路基的影响 (2)

23 44.一个例子（含地震影响，求振兴与频率） (2)

27 45.接触面上的压力总和 (2)

31 46.施加位置函数荷载 (235)

2

47.非线性分析考虑刚度退化 (2)

36

48.一个圆形水池的静力分析 (2)

37

49.ANSYS 中混凝土模式预应力模拟的算例 (2)

38

50.悬臂梁受重力作用发生大变形求其固有频率 (2)

40

51.循环对称结构模态分析 (2)

42

52.三角平台受谐波载荷作用的结构响应 (2)

44

53.三角平台受一地震谱激励的应力分布和支反力 (2)

46

54.三角平台受时程载荷作用的应力分布和变形过程 (2)

48

55.经典层合板理论 (2)

50

56．定易圆轨迹的例子 (2)

57

57．模拟门式刚架施工－单元生死 (2)

57

58．钢筋混凝土整体式模型例子 (2)

60

59．在荷载步之间改变材料属性例子 (2)

62

60．含预应力的特征值屈曲计算 (2)

63

61．振型叠加计算及工况组合例子 (2)

65

62．柱子稳定分析算（预应力，特征值屈曲，初始缺陷） (2)

68

63． module MConcrete !混凝土模板 (2)

71

64.混凝土开裂实例 (2)

79

65．螺栓网格划分 (2)

80

66．自由液面的土石坝平面渗流分析 (2)

81

67．导出刚度矩阵 (2)

85

68．某混凝土拱坝工程施工期及运行期温度场仿真分析 (2)

86

69．移动温度荷载计算 (2)

93

70．SHSD 用于壳-实体装配实例An (2)

95

71．ansys 显示－隐式－回弹分析实例 (2)

99 72．工况组合的经典例子 (314)

1．ANSYS SOLID65环向布置钢筋的例子

! 一个管道，环向配筋率为1%，纵向配筋率为0.5%，径向配筋率为0.1%

!

FINISH

/CLEAR

/PREP7

!*

! 单元属性

ET,1,SOLID65

!*

KEYOPT,1,1,0

KEYOPT,1,5,0

KEYOPT,1,6,0

KEYOPT,1,7,1

!*

!实参数1：不同方向配筋

R,1,2,.001, , ,2, .01,

RMORE, 90, ,2,.005 ,90 ,90 ,

!Adds real constants to a set.

!材料属性

!混凝土基本材料属性

MPTEMP,,,,,,,,

MPTEMP,1,0

MPDATA,EX,1,,30E2

MPDATA,PRXY,1,,.2

!屈服准则

TB,MISO,1,1,5,

TBTEMP,0

TBPT,,0.0005,15

TBPT,,0.001,21

TBPT,,0.0015,24

TBPT,,0.002,27

TBPT,,0.003,24

!破坏准则

TB,CONC,1,1,9,

TBTEMP,0

TBDATA,,.5,.9,3,30,,

!抗拉和抗压是10 倍的关系

TBDATA,,,,1,,,

MPTEMP,,,,,,,,

3

MPTEMP,1,0

!钢材基本属性

MPDATA,EX,2,,200E3

MPDATA,PRXY,2,,.27

!屈服准则

TB,BISO,2,1,2,

TBTEMP,0

TBDATA,,310,2E3,,,,

! 管道内径和外径

CYL4,0,0,3000, , , ,10000

CYL4,0,0,2000, , , ,10000

VSBV, 1, 2

! 定义局部柱坐标

CSWPLA,11,1,1,1,

! Defines a local coordinate system at the origin of the working plane. KWPAVE, 11

!move to keypoint11

WPRO,,-90.000000,

VSBW, 3

WPCSYS,-1,0

!Defines the working plane location based on a coordinate system. KWPAVE, 1

WPRO,,,-90.000000

VSBW,ALL

ESIZE,500,0,

! 注意：设定单元局部坐标

VATT, 1, 1, 1, 11

!*

VSWEEP,ALL

/DEVICE,VECTOR,1

/ESHAPE,1.0

!Displays elements with shapes determined from the real constants or section

/REPLO

! 注意：红色代表最大配筋方向，绿色代表其次，蓝色表示最小配筋方向

4

2.混凝土非线性计算实例（1）- MISO单压

!MISO单压

FINISH

/CLEAR

/PREP7

ET,1,SOLID65

R,1

MP,EX,1,30E3

MP,NUXY,1,0.2

TB,CONCR,1,1

TBTEMP,0

TBDATA,1,0.3,0.5,2.5,-1

TB,MISO,1,1,15

TBPT,, 100E-6, 3.0

TBPT,, 300E-6, 8.3

TBPT,, 600E-6,14.6

TBPT,, 900E-6,19.1

TBPT,,1100E-6,21.0

TBPT,,1250E-6,22.0

TBPT,,1400E-6,22.6

TBPT,,1550E-6,22.8

TBPT,,1650E-6,22.7

TBPT,,1800E-6,22.3

TBPT,,2000E-6,21.4

TBPT,,2800E-6,16.8

TBPT,,3200E-6,14.7

TBPT,,3800E-6,12.3

TBPT,,4600E-6,9.9

!TB,MKIN,1

!TBTEMP,,STRAIN

!TBDATA,,600E-6,1100E-6,1600E-6,3000E-6,4500E-6

!TBTEMP,0

!TBDATA,,15,21.5,23,16,9

BLOCK,0,50,0,50,0,50

MSHAPE,0,3D

MSHKEY,1

ESIZE,10

5

VMESH,ALL

NSEL,S,LOC,X,0

D,ALL,UX,0

NSEL,S,LOC,Y,0

D,ALL,UY,0

NSEL,S,LOC,Z,0

D,ALL,UZ,0

NSEL,S,LOC,Y,50

CP,1,UY,ALL

NSEL,ALL

FINISH

/VIEW,1,1,1,1

/REPLOT

/SOLU

ANTYPE,STATIC

AUTOTS,OFF

OUTRES,ALL,1

TIME,50

NSUBST,50

D,1,UY,-.25

NSEL,ALL

SOLVE

FINISH

/POST26

NSOL,2,1,U,Y,UY

RFORCE,3,1,F,Y,FY

ADD,4,2,,,STRAIN,,,-1/50

ADD,5,3,,,STRESS,,,-1/2500

/AXLAB,X,STRAIN

/AXLAB,Y,STRESS

XVAR,4

PLVAR,5

FINISH

3.混凝土非线性计算实例（2）-MISO约束压

6

!MISO约束压

FINISH

/CLEAR

/PREP7

ANTYPE,STATIC

ET,1,SOLID65

R,1

MP,EX,1,30E3

MP,NUXY,1,0.2

TB,CONCR,1,1

TBTEMP,0

TBDATA,1,0.3,0.5,2.5,-1

TB,MISO,1,1,15

TBPT,, 100E-6, 3.0

TBPT,, 300E-6, 8.3

TBPT,, 600E-6,14.6

TBPT,, 900E-6,19.1

TBPT,,1100E-6,21.0

TBPT,,1250E-6,22.0

TBPT,,1400E-6,22.6

TBPT,,1550E-6,22.8

TBPT,,1650E-6,22.7

TBPT,,1800E-6,22.3

TBPT,,2000E-6,21.4

TBPT,,2800E-6,16.8

TBPT,,3200E-6,14.7

TBPT,,3800E-6,12.3

TBPT,,4600E-6,9.9

!TB,MKIN,1

!TBTEMP,,STRAIN

!TBDATA,,600E-6,1100E-6,1600E-6,3000E-6,4500E-6

!TBTEMP,0

!TBDATA,,15,21.5,23,16,9

BLOCK,0,50,0,50,0,50

ESIZE,10

VMESH,ALL

MSHAPE,0,3D

NSEL,S,LOC,X,0

D,ALL,UX,0

7

NSEL,S,LOC,Y,0

D,ALL,UY,0

NSEL,S,LOC,Z,0

D,ALL,UZ,0

NSEL,S,LOC,Y,50

CP,1,UY,ALL

D,ALL,UX,0

D,ALL,UZ,0

NSEL,ALL

FINISH

/VIEW,1,1,1,1

/REPLOT

/SOLU

OUTRES,ALL,1

TIME,20

NSUBST,20,0,20

D,1,UY,-.04

LSWRITE,1

TIME,30

NSUBST,20,0,20

D,1,UY,-.06

LSWRITE,2

TIME,40

NSUBST,100

D,1,UY,-.1

LSWRITE,3

LSSOLVE,1,3

FINISH

/POST26

NSOL,2,1,U,Y,UY

RFORCE,3,1,F,Y,FY

ADD,4,2,,,STRAIN,,,-1/50

ADD,5,3,,,STRESS,,,-1/2500

/AXLAB,X,STRAIN

/AXLAB,Y,STRESS

XVAR,4

PLVAR,5

FINISH

8

4.混凝土非线性计算实例（3）- KINH滞回

!KINH滞回

FINISH

/CLEAR

/PREP7

ANTYPE,STATIC

ET,1,SOLID65

R,1

MP,EX,1,30E3

MP,NUXY,1,0.2

TB,CONCR,1,1

TBTEMP,0

TBDATA,1,0.3,0.5,2.5,-1

TB,KINH,1,1,10

TBPT,, 150E-6, 4.5

TBPT,, 600E-6,14.8

TBPT,,1000E-6,20.25

TBPT,,1300E-6,22.3

TBPT,,1480E-6,22.8

TBPT,,1620E-6,22.8

TBPT,,1800E-6,22.3

TBPT,,2000E-6,21.4

TBPT,,3500E-6,12.8

TBPT,,5000E-6, 9.0

BLOCK,0,50,0,50,0,50

ESIZE,10

VMESH,ALL

MSHAPE,0,3D

NSEL,S,LOC,X,0

D,ALL,UX,0

NSEL,S,LOC,Y,0

D,ALL,UY,0

NSEL,S,LOC,Z,0

D,ALL,UZ,0

NSEL,S,LOC,Y,50

CP,1,UY,ALL

9

NSEL,ALL

FINISH

/VIEW,1,1,1,1

/REPLOT

/SOLU

OUTRES,ALL,ALL

TIME,20

NSUBST,20,0,20

D,1,UY,-.04

LSWRITE,1

TIME,35

NSUBST,15,0,15

D,1,UY,-.01

LSWRITE,2

TIME,90

NSUBST,55,0,55

D,1,UY,-.12

LSWRITE,3

TIME,125

NSUBST,35,0,35

D,1,UY,-.05

LSWRITE,4

TIME,175

NSUBST,50,0,50

D,1,UY,-.15

LSWRITE,5

LSSOLVE,1,5

FINISH

/POST26

NSOL,2,1,U,Y,UY

RFORCE,3,1,F,Y,FY

ADD,4,2,,,STRAIN,,,-1/50

ADD,5,3,,,STRESS,,,-1/2500

/AXLAB,X,STRAIN

/AXLAB,Y,STRESS

XVAR,4

PLVAR,5

FINISH

10

5.混凝土非线性计算实例（4）- KINH压-拉裂

!KINH压——拉裂压到峰值，泄载、反向加载到拉裂

FINISH

/CLEAR

/PREP7

ANTYPE,STATIC

ET,1,SOLID65

R,1

MP,EX,1,30E3

MP,NUXY,1,0.2

TB,CONCR,1,1

TBTEMP,0

TBDATA,1,0.3,0.5,2.5,-1

TB,KINH,1,1,10

TBPT,, 150E-6, 4.5

TBPT,, 600E-6,14.8

TBPT,,1000E-6,20.25

TBPT,,1300E-6,22.3

TBPT,,1480E-6,22.8

TBPT,,1620E-6,22.8

TBPT,,1800E-6,22.3

TBPT,,2000E-6,21.4

TBPT,,3500E-6,12.8

TBPT,,5000E-6, 9.0

BLOCK,0,50,0,50,0,50

ESIZE,10

VMESH,ALL

MSHAPE,0,3D

NSEL,S,LOC,X,0

D,ALL,UX,0

NSEL,S,LOC,Y,0

D,ALL,UY,0

NSEL,S,LOC,Z,0

D,ALL,UZ,0

11

NSEL,S,LOC,Y,50

CP,1,UY,ALL

NSEL,ALL

FINISH

/VIEW,1,1,1,1

/REPLOT

/SOLU

OUTRES,ALL,ALL

TIME,20

NSUBST,20,0,20

D,1,UY,-.04

LSWRITE,1

TIME,45

NSUBST,25,0,25

D,1,UY,.01

LSWRITE,2

LSSOLVE,1,2

FINISH

/POST26

NSOL,2,1,U,Y,UY

RFORCE,3,1,F,Y,FY

ADD,4,2,,,STRAIN,,,-1/50

ADD,5,3,,,STRESS,,,-1/2500

/AXLAB,X,STRAIN

/AXLAB,Y,STRESS

XVAR,4

PLVAR,5

FINISH

6.混凝土非线性计算实例（5）

FINISH

/CLEAR

/PREP7

ANTYPE,STATIC

12

ET,1,SOLID65

R,1

MP,EX,1,30E3

MP,NUXY,1,0.2

TB,CONCR,1,1

TBTEMP,0

TBDATA,1,0.3,0.5,2.5,-1

TB,KINH,1,1,18

TBPT,, 100E-6, 3.0

TBPT,, 300E-6, 8.3

TBPT,, 600E-6,14.6

TBPT,, 900E-6,19.1

TBPT,,1100E-6,21.0

TBPT,,1250E-6,22.0

TBPT,,1400E-6,22.6

TBPT,,1550E-6,22.8

TBPT,,1650E-6,22.7

TBPT,,1800E-6,22.3

TBPT,,2000E-6,21.4

TBPT,,2400E-6,19.1

TBPT,,2800E-6,16.8

TBPT,,3200E-6,14.7

TBPT,,3600E-6,13.0

TBPT,,4100E-6,11.3

TBPT,,4600E-6,9.9

BLOCK,0,50,0,50,0,50

ESIZE,10

VMESH,ALL

MSHAPE,0,3D

NSEL,S,LOC,X,0

D,ALL,UX,0

NSEL,S,LOC,Y,0

D,ALL,UY,0

NSEL,S,LOC,Z,0

D,ALL,UZ,0

NSEL,S,LOC,Y,50

CP,1,UY,ALL

NSEL,ALL

FINISH

13

/VIEW,1,1,1,1

/REPLOT

/SOLU

OUTRES,ALL,ALL

TIME,50

NSUBST,50,0,50

D,1,UY,-.25

SOLVE

FINISH

/POST26

NSOL,2,1,U,Y,UY

RFORCE,3,1,F,Y,FY

ADD,4,2,,,STRAIN,,,-1/50

ADD,5,3,,,STRESS,,,-1/2500

/AXLAB,X,STRAIN

/AXLAB,Y,STRESS

XVAR,4

PLVAR,5

FINISH

7.混凝土非线性计算实例（6）

!MISO约束压

FINISH

/CLEAR

/PREP7

ANTYPE,STATIC

ET,1,SOLID65

R,1

MP,EX,1,30E3

MP,NUXY,1,0.2

TB,CONCR,1,1

TBTEMP,0

TBDATA,1,0.3,0.5,2.5,-1

TB,KINH,1,1,15

TBPT,, 100E-6, 3.0

14

TBPT,, 300E-6, 8.3

TBPT,, 600E-6,14.6

TBPT,, 900E-6,19.1

TBPT,,1100E-6,21.0

TBPT,,1250E-6,22.0

TBPT,,1400E-6,22.6

TBPT,,1550E-6,22.8

TBPT,,1650E-6,22.7

TBPT,,1800E-6,22.3

TBPT,,2000E-6,21.4

TBPT,,2800E-6,16.8

TBPT,,3200E-6,14.7

TBPT,,3800E-6,12.3

TBPT,,4600E-6,9.9

!TB,MKIN,1

!TBTEMP,,STRAIN

!TBDATA,,600E-6,1100E-6,1600E-6,3000E-6,4500E-6

!TBTEMP,0

!TBDATA,,15,21.5,23,16,9

BLOCK,0,50,0,50,0,50

ESIZE,10

VMESH,ALL

MSHAPE,0,3D

NSEL,S,LOC,X,0

D,ALL,UX,0

NSEL,S,LOC,Y,0

D,ALL,UY,0

NSEL,S,LOC,Z,0

D,ALL,UZ,0

NSEL,S,LOC,Y,50

CP,1,UY,ALL

D,ALL,UX,0

D,ALL,UZ,0

NSEL,ALL

FINISH

/VIEW,1,1,1,1

/REPLOT

/SOLU

OUTRES,ALL,1

TIME,20

NSUBST,20,0,20

15

D,1,UY,-.04

LSWRITE,1

TIME,30

NSUBST,20,0,20

D,1,UY,-.06

LSWRITE,2

TIME,40

NSUBST,100

D,1,UY,-.1

LSWRITE,3

LSSOLVE,1,3

FINISH

/POST26

NSOL,2,1,U,Y,UY

RFORCE,3,1,F,Y,FY

ADD,4,2,,,STRAIN,,,-1/50

ADD,5,3,,,STRESS,,,-1/2500

/AXLAB,X,STRAIN

/AXLAB,Y,STRESS

XVAR,4

PLVAR,5

FINISH

8.混凝土非线性计算实例（7）-MISO滞回

!MISO滞回

FINISH

/CLEAR

/PREP7

ANTYPE,STATIC

ET,1,SOLID65

R,1

MP,EX,1,30E3

MP,NUXY,1,0.2

TB,CONCR,1,1

TBTEMP,0

TBDATA,1,0.3,0.5,2.5,-1

16

TB,MISO,1,1,15

TBPT,, 100E-6, 3.0

TBPT,, 300E-6, 8.3

TBPT,, 600E-6,14.6

TBPT,, 900E-6,19.1

TBPT,,1100E-6,21.0

TBPT,,1250E-6,22.0

TBPT,,1400E-6,22.6

TBPT,,1550E-6,22.8

TBPT,,1650E-6,22.7

TBPT,,1800E-6,22.3

TBPT,,2000E-6,21.4

TBPT,,2800E-6,16.8

TBPT,,3200E-6,14.7

TBPT,,3800E-6,12.3

TBPT,,4600E-6,9.9

BLOCK,0,50,0,50,0,50

ESIZE,10

VMESH,ALL

MSHAPE,0,3D

NSEL,S,LOC,X,0

D,ALL,UX,0

NSEL,S,LOC,Y,0

D,ALL,UY,0

NSEL,S,LOC,Z,0

D,ALL,UZ,0

NSEL,S,LOC,Y,50

CP,1,UY,ALL

NSEL,ALL

FINISH

/VIEW,1,1,1,1

/REPLOT

/SOLU

OUTRES,ALL,ALL

TIME,20

NSUBST,20,0,20

D,1,UY,-.04

LSWRITE,1

TIME,35

NSUBST,15,0,15

D,1,UY,-.01

17

LSWRITE,2

TIME,60

NSUBST,25,0,25

D,1,UY,-.06

LSWRITE,3

TIME,80

NSUBST,20,0,20

D,1,UY,-.02

LSWRITE,4

TIME,110

NSUBST,30,0,30

D,1,UY,-.08

LSWRITE,5

LSSOLVE,1,5

FINISH

/POST26

NSOL,2,1,U,Y,UY

RFORCE,3,1,F,Y,FY

ADD,4,2,,,STRAIN,,,-1/50

ADD,5,3,,,STRESS,,,-1/2500

/AXLAB,X,STRAIN

/AXLAB,Y,STRESS

XVAR,4

PLVAR,5

FINISH

9.混凝土非线性计算实例（8）

!MISO单压

FINISH

/CLEAR

/PREP7

ANTYPE,STATIC

ET,1,SOLID65

R,1

18

MP,EX,1,30E3

MP,NUXY,1,0.2

TB,CONCR,1,1

TBTEMP,0

TBDATA,1,0.3,0.5,2.5,-1

TB,MISO,1,1,10

TBPT,, 150E-6, 4.5

TBPT,, 600E-6,14.8

TBPT,,1000E-6,20.25

TBPT,,1300E-6,22.3

TBPT,,1480E-6,22.8

TBPT,,1620E-6,22.8

TBPT,,1800E-6,22.3

TBPT,,2000E-6,21.4

TBPT,,3500E-6,12.8

TBPT,,5000E-6, 9.0

!TB,MKIN,1

!TBTEMP,,STRAIN

!TBDATA,,600E-6,1100E-6,1600E-6,3000E-6,4500E-6

!TBTEMP,0

!TBDATA,,15,21.5,23,16,9

BLOCK,0,50,0,50,0,50

ESIZE,10

VMESH,ALL

MSHAPE,0,3D

NSEL,S,LOC,X,0

D,ALL,UX,0

NSEL,S,LOC,Y,0

D,ALL,UY,0

NSEL,S,LOC,Z,0

D,ALL,UZ,0

NSEL,S,LOC,Y,50

CP,1,UY,ALL

NSEL,ALL

FINISH

/VIEW,1,1,1,1

/REPLOT

/SOLU

OUTRES,ALL,1

19

TIME,50

NSUBST,100,0,100

D,1,UY,-.25

SOLVE

FINISH

/POST26

NSOL,2,1,U,Y,UY

RFORCE,3,1,F,Y,FY

ADD,4,2,,,STRAIN,,,-1/50

ADD,5,3,,,STRESS,,,-1/2500

/AXLAB,X,STRAIN

/AXLAB,Y,STRESS

XVAR,4

PLVAR,5

FINISH

10.混凝土非线性计算实例（9）-梁平面应力

!梁平面应力

FINISH

/CLEAR

/PREP7

ET,1,SOLID65

R,1

MP,EX,1,30E3

MP,NUXY,1,0.2

TB,CONCR,1,1

TBTEMP,0

TBDATA,1,0.3,0.5,2.5,-1

TB,MISO,1,1,15

TBPT,, 100E-6, 3.0

TBPT,, 300E-6, 8.3

TBPT,, 600E-6,14.6

TBPT,, 900E-6,19.1

TBPT,,1100E-6,21.0

TBPT,,1250E-6,22.0

TBPT,,1400E-6,22.6

TBPT,,1550E-6,22.8

TBPT,,1650E-6,22.7

TBPT,,1800E-6,22.3

TBPT,,2000E-6,21.4

20

TBPT,,2800E-6,16.8

TBPT,,3200E-6,14.7

TBPT,,3800E-6,12.3

TBPT,,4600E-6, 9.9

ET,2,LINK8

R,2,30

R,3,6

MP,EX,2,200E3

MP,NUXY,2,0.3

TB,BKIN,2,1

TBTEMP,0

TBDATA,,300,0

/ESHAPE,1

/TRIAD,LBOT

/VIEW,1,1,1,1

N,1,0,0,0

N,2,20,0,0

NGEN,11,2,1,2,1,0,20

NGEN,43,22,1,22,1,0,0,20

E,1,2,4,3,23,24,26,25

EGEN,10,2,1

TYPE,2

REAL,2

MAT,2

E,3,25

E,4,26

REAL,3

E,19,41

E,20,42

EGEN,42,22,1,14

E,47,63

E,48,64

EGEN,10,88,589,590

/NUMBER,1

/PNUM,TYPE,1

/REPLOT

NSEL,S,LOC,Z,0

D,ALL,UZ,0

21

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