# 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

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
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).

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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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 $\theta$ from 0 to 360 degrees to find the maximum von Mises stress.
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).
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 $\theta$ from 0 to 360 degrees to find the maximum von Mises stress.
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

Several stress recovery points are coincident (for example, 1 and 5, 2 and 6). In these cases, the lower number refers to the XY shear stress recovered (in the XZ plane) and the higher number refers to XZ shear stress recovered (in the XY plane).

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).