DRESP1 - Static Stress Item Codes for Bar Elements using PBARL, PBEAML Properties

The evaluation stresses (normal, shear, and von Mises) for each bar element are listed in the links provided below. The shear stress includes torsion and shear.

Bar Element Types

Figure 1. BAR Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 1. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N
S2N
S3N
S4N
S5S S5V
S6S S6V
S7S S7V
S8S S8V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 5, 7
Shear Stress (XZ) Point 6, 8
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 2. BOX Element Type


Cross-sectional dimensions and stress constraint evaluation points.

Table 2. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N S1S S1V
S2N S2S S2V
S3N S3S S3V
S4N S4S S4V
S5S S5V
S6S S6V
S7S S7V
S8S S8V
S9S S9V
S10S S10V
S11S S11V
S12S S12V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 1, 3, 6, 8, 9, 11
Shear Stress (XZ) Point 2, 4, 5, 7, 10, 12
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 3. BOX1 Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 3. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N S1S S1V
S2N S2S S2V
S3N S3S S3V
S4N S4S S4V
S5S S5V
S6S S6V
S7S S7V
S8S S8V
S9S S9V
S10S S10V
S11S S11V
S12S S12V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 1, 3, 6, 8, 9, 11
Shear Stress (XZ) Point 2, 4, 5, 7, 10, 12
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 4. CHAN Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 4. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N
S2N
S3N
S4N
S5S S5V
S6S S6V
S7S S7V
S8S S8V
S9S S9V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 5, 6, 7
Shear Stress (XZ) Point 8, 9
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 5. CHAN1 Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 5. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N
S2N
S3N
S4N
S5S S5V
S6S S6V
S7S S7V
S8S S8V
S9S S9V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 5, 6, 7
Shear Stress (XZ) Point 8, 9
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 6. CHAN2 Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 6. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N
S2N
S3N
S4N
S5S S5V
S6S S6V
S7S S7V
S8S S8V
S9S S9V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 8, 9
Shear Stress (XZ) Point 5, 6, 7
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 7. CROSS Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 7. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N S1V
S2N S2V
S3N S3V
S4N S4V
S5S S5V
S6S S6V
S7S S7V
S8S S8V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 6, 8
Shear Stress (XZ) Point 5, 7
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 8. H Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 8. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N
S2N
S3N
S4N
S5S S5V
S6S S6V
S7S S7V
S8S S8V
S9S S9V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 8, 9
Shear Stress (XZ) Point 5, 6, 7
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 9. HAT element type


Cross-sectional dimensions and stress constraint evaluation points.
Table 9. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N
S2N
S3N
S4N
S5S S5V
S6S S6V
S7S S7V
S8S S8V
S9S S9V
S10S S10V
S11S S11V
S12S S12V
S13S S13V
S14S S14V
S15S S15V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 5, 6, 8, 9, 10, 11
Shear Stress (XZ) Point 7, 12, 13, 14, 15
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 10. I Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 10. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N
S2N
S3N
S4N
S5S S5V
S6S S6V
S7S S7V
S8S S8V
S9S S9V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 5, 6, 7
Shear Stress (XZ) Point 8, 9
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 11. I1 Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 11. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N
S2N
S3N
S4N
S5S S5V
S6S S6V
S7S S7V
S8S S8V
S9S S9V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 5, 6, 7
Shear Stress (XZ) Point 8, 9
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 12. L Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 12. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N
S2N
S3N
S4N
S5S S5V
S6S S6V
S7S S7V
S8S S8V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 5, 7
Shear Stress (XZ) Point 6, 8
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 13. ROD Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 13. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N S1S
S2N S2S
S3N S3S
S4N S4S
S5V
The location of point 5 will be determined by varying the θ from 0 to 360 degrees to find the maximum von Mises stress.
Figure 14. T Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 14. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N
S2N
S3N
S4N
S5S S5V
S6S S6V
S7S S7V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 5, 6
Shear Stress (XZ) Point 7
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 15. T1 Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 15. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N
S2N
S3N
S4N
S5S S5V
S6S S6V
S7S S7V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 7
Shear Stress (XZ) Point 5, 6
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 16. T2 Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 16. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N
S2N
S3N
S4N
S5S S5V
S6S S6V
S7S S7V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 5, 6
Shear Stress (XZ) Point 7
Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).
Figure 17. TUBE Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 17. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N S1S
S2N S2S
S3N S3S
S4N S4S
S5V
The location of point 5 will be determined by varying the θ from 0 to 360 degrees to find the maximum von Mises stress.
Figure 18. Z Element Type


Cross-sectional dimensions and stress constraint evaluation points.
Table 18. Evaluation Stresses
Normal Stress Shear Stress von Mises Stress
S1N
S2N
S3N
S4N
S5S S5V
S6S S6V
S7S S7V
S8S S8V
S9S S9V
SNMAX SSMAX SVMAX
The maximum value through the thickness is considered for the evaluation of shear stress. The shear stress is calculated in either XY or XZ directions,
Shear Stress (XY) Point 5, 6, 7
Shear Stress (XZ) Point 8, 9

Maximum von Mises Stress (SVMAX) calculation can happen at evaluation points of normal stress. SVMAX output is taken as the maximum of: a) von Mises evaluation stresses (S1V, S2V, S3V, etc.), and b) absolute of normal evaluation stresses (S1N, S2N, S3N, etc).