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

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

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

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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

hmtoggle_plus1BAR element type

bar_elem

Cross-sectional dimensions and stress constraint evaluation points

Evaluation Stresses

Normal Stress

Shear Stress

von Mises Stress

S1N

 

 

S2N

 

 

S3N

 

 

S4N

 

 

 

S5S

S5V

 

S6S

S6V

 

S7S

S7V

 

S8S

S8V

SNMAX

SSMAX

SVMAX

hmtoggle_plus1BOX element type

box1_dresp1_link

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1BOX1 element type

dresp1_box1

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1CHAN element type

chan_elem

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1CHAN1 element type

chan1_elem

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1CHAN2 element type

chan2

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1CROSS element type

cross_elem

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1H element type

h_elem

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1HAT element type

hat_elem_edit

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1I element type

I_elem

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1I1 element type

I1_type

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1L element type

L_elem

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1ROD element type

dresp1_rod

Cross-sectional dimensions and stress constraint evaluation points

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 1o from 0 to 360 degrees to find the maximum von Mises stress.

hmtoggle_plus1T element type

T_elem

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1T1 element type

T1_elem

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1T2 element type

t2_elem

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.

hmtoggle_plus1TUBE element type

dresp1_tube

Cross-sectional dimensions and stress constraint evaluation points

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 1o from 0 to 360 degrees to find the maximum von Mises stress.

hmtoggle_plus1Z element type

z_elem

Cross-sectional dimensions and stress constraint evaluation points

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 stress recovered in the xy plane and the higher number refers to stress recovered in the xz plane.