# Stress Results Written in HyperView .h3d Format

## 1D Elements

### ALL, DIRECT and TENSOR Options

von Mises Stress

CELAS Stress

CROD Axial Stress

CBAR/CBEAM Axial Stress

CBAR/CBEAM Longitudinal Stress SAC

CBAR/CBEAM Longitudinal Stress SAD

CBAR/CBEAM Longitudinal Stress SAE

CBAR/CBEAM Longitudinal Stress SAF

CBAR/CBEAM Longitudinal Stress SAMIN

CBAR/CBEAM Longitudinal Stress SAMAX

CBAR/CBEAM Longitudinal Stress SBC

CBAR/CBEAM Longitudinal Stress SBD

CBAR/CBEAM Longitudinal Stress SBE

CBAR/CBEAM Longitudinal Stress SBF

CBAR/CBEAM Longitudinal Stress SBMIN

CBAR/CBEAM Longitudinal Stress SBMAX

CWELD Axial Stress

CWELD Maximum Stress A

CWELD Minimum Stress A

CWELD Maximum Stress B

CWELD Minimum Stress B

CWELD Maximum Shear Stress

CWELD Bearing Stress

### VON and PRINC Options

von Mises Stress

### 1D Elements (CBAR/CBEAM via PBARL/PBEAML)

- The Result type: HyperView is
CBAR/CBEAM Stresses
(<
`TYPE`>),Where, the <

`TYPE`> entry is based on the selected cross-section (`TYPE`/`NAME`field) on the PBARL/PBEAML entries. - The element stress results can be reviewed for each cross-section type, corresponding evaluation point, at element ends (A or B).
- The maximum normal/shear/von Mises stresses can also be reviewed.

### Syntax

```
CBAR/CBEAM Stresses (<Type>)
<Stress Result Output> <evaluation point> or <MAX> (A/B)
```

`<Type>`

- BAR, BOX, BOX1, CHAN, CHAN1, CHAN2, CROSS, H, HAT, I, I1, ROD, T, T1, T2, TUBE, Z
`<Stress Result Output>`

- Normal, shear, and von Mises.
`<evaluation point>`

- Evaluation point of the element.
`<MAX>`

- Maximum value among the evaluation points.

- For PSD output:
`PSD CBAR/CBEAM Stresses (<Type>)`

- For RMS output:
`RMS CBAR/CBEAM Stresses (<Type>)`

- For RMS (Cumulated) output:
`RMS CBAR/CBEAM Stresses (cumulated) (<Type>)`

### Examples

```
CBAR/CBEAM Stresses(BAR)
Normal S1N(A)
Normal S1N(B)
Shear S4S(A)
Shear S4S(B)
von Mises S8V(A)
von Mises S8V(B)
```

`Normal S3N(B)`

- Normal stress at the 3rd evaluation point of the beam element (end B)
`Shear S6S(A)`

- Shear stress at the 6th evaluation point of the beam element (end A)
`von Mises S5V(B)`

- von Mises stress at the 5th evaluation point of the beam element (end B)

Review evaluation points via: DRESP1 - Static Stress Item Codes for Bar Elements using PBARL, PBEAML Properties

The von Mises stresses for all CBEAM/CBAR elements with PBARL/PBEAML properties at the same time can be output using the Result type: CBAR/CBEAM von Mises stresses.

### Syntax

```
CBAR/CBEAM von Mises Stresses
<Stress Result Output>
```

`<Stress Result Output>`

- von Mises

## 2D Elements

### ALL and TENSOR Options

Results are calculated by HyperView.

### DIRECT Option

von Mises Stress

Maximum Principal Stress

von Mises Stress (Z1)

von Mises Stress (Z2)

von Mises Stress (mid)

P1 (major) Stress (Z1)

P1 (major) Stress (Z2)

P1 (major) Stress (mid)

P3 (minor) Stress (Z1)

P3 (minor) Stress (Z2)

P3 (minor) Stress (mid)

Normal X Stress (Z1)

Normal X Stress (Z2)

Normal X Stress (mid)

Normal Y Stress (Z1)

Normal Y Stress (Z2)

Normal Y Stress (mid)

Shear XY Stress (Z1)

Shear XY Stress (Z2)

Shear XY Stress (mid)

Principal Stress Angle (Z1)

Principal Stress Angle (Z2)

Principal Stress Angle (mid)

### VON Option

This is equal to max[von Mises Strain (Z1), von Mises Strain (Z2)]

### PRINC Option

von Mises Stress

Maximum Principal Stress

## 3D Elements

### ALL and TENSOR Options

Results are calculated by HyperView.

### DIRECT Option

von Mises Stress

Signed von Mises Stress

P1 (major) Stress (solid)

P2 (mid) Stress (solid)

P3 (minor) Stress (solid)

Normal X Stress (solid)

Normal Y Stress (solid)

Normal Z Stress (solid)

Shear XY Stress (solid)

Shear YZ Stress (solid)

Shear XZ Stress (solid)

### VON Option

von Mises Stress

### PRINC Option

von Mises Stress

Maximum Principal Stress

### Comments

- In the TENSOR mode, pass tensor components to HyperView, which then calculates derived results on-the-fly.
- For frequency response loadcases, only the TENSOR mode is available.