DRESP1 - Static Stress/Strain Item Codes



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Element

Stress/Strain Item

ASCII code

Number Code *

CELAS

Stress/Strain

S

2

 

CROD

Both ends

SAB

-

 

End A

SA

2

 

End B

SB

2

 

CBAR**

All stresses/strains

SALL

-

 

End A pt. C

SAC

2

 

End A pt. D

SAD

3

 

End A pt. E

SAE

4

 

End A pt. F

SAF

5

 

End B pt. C

SBC

10

 

End B pt. D

SBD

11

 

End B pt. E

SBE

12

 

End B pt. F

SBF

13

 

Max end A

SAMAX

7

 

Max end B

SBMAX

14

 

CBEAM**

All stresses/strains

SALL

-

 

End A pt. C

SAC

4

 

End A pt. D

SAD

5

 

End A pt. E

SAE

6

 

End A pt. F

SAF

7

 

End B pt. C

SBC

104

 

End B pt. D

SBD

105

 

End B pt. E

SBE

106

 

End B pt. F

SBF

107

 

Max end A

SAMAX

8

 

Max end B

SBMAX

108

 

All Solid elements

von Mises

SVM

13

 

Max. Principal

SMP

 

 

Major Principal

SMAP

8

 

Mid Principal

SMDP

16

 

Minor Principal

SMIP

22

 

Normal X

SXX

6

 

Normal Y

SYY

14

 

Normal Z

SZZ

20

 

Shear XY

SXY

7

 

Shear YZ

SYZ

15

 

Shear XZ

SXZ

21

 

All Shell elements

von Mises both surfaces

SVMB

-

 

Max. Principal both surfaces

SMPB

-

 

von Mises 1

SVM1

9

 

von Mises 2

SVM2

17

 

Max. Principal 1

SMP1

7

 

Max. Principal 2

SMP2

15

 

Min. principal both surfaces

SMIPB

-

 

Min. principal 1

SMIP1

-

 

Min. principal 2

SMIP2

-

 

Normal X both surfaces

SXB

-

 

Normal X 1

SX1

3

 

Normal X 2

SX2

11

 

Normal Y both surfaces

SYB

-

 

Normal Y 1

SY1

4

 

Normal Y 2

SY2

12

 

Shear XY both surfaces

SXYB

-

 

Shear XY 1

SXY1

5

 

Shear XY 2

SXY2

13

*OptiStruct provides partial support for Nastran item codes. Since Nastran response items are not fully compatible with those used in OptiStruct, it is recommended that the OptiStruct ASCII item codes be used.

**For Bar elements that reference PBARL, PBEAML, it is recommended that the special stress item codes listed under Stress Item Codes for Bar Elements using PBARL, PBEAML Properties be used. Stress/strain items listed here for CBAR, CBEAM elements using PBAR, PBEAM, PBARL, or PBEAML properties include only normal stress/strain.

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