Display 2D results
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Open a view and change the view regime to
Results View.
The Results tab is opened on the ribbon.
- Set the analysis type and loading for viewing analysis results.
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In the 2D Results group, select Results, then from the droplist beneath select the result required.
Option Description Mdx top Wood Armer bending along panel x axis, top surface Mdx bottom Wood Armer bending along panel x axis, bottom surface Mdy top Wood Armer bending along panel y axis, top surface Mdy bottom Wood Armer bending along panel y axis, bottom surface Bearing pressure Bearing pressure Fx Axial force in panel x axis Fy Axial force in panel y axis Fxy Complimentary in-plane shear Fxz Shear in panel z axis in the panel xz plane Fyz Shear in panel z axis in the panel yz plane Mx Bending along panel x axis My Bending along panel y axis Mxy Plate torsional moment σx top In-plane axial stress in the x direction, top surface σy top In-plane axial stress in the y direction, top surface τxy top In-plane shear stress, top surface σx bottom In-plane axial stress in the x direction, bottom surface σy bottom In-plane axial stress in the y direction, bottom surface τxy bottom In-plane shear stress, bottom surface σx max tension Maximum tension stress in the x direction for both surfaces = max (σxtop, σxbottom, 0) ≥ 0
σy max tension Maximum tension stress in the y direction for both surfaces = max (σytop, σybottom, 0) ≥ 0
σx max compression Maximum compression stress in the x direction for both surfaces = min (σxtop, σxbottom, 0) ≤ 0
σy max compression Maximum compression stress in the y direction for both surfaces = min (σytop, σybottom, 0) ≤ 0
σx in-plane In-plane center stress in the x direction σy in-plane In-plane center stress in the y direction σx in-plane tension In-plane center tension stress in the x direction = max (σxin-plane, 0) ≥ 0
σy in-plane tension In-plane center tension stress in the y direction = max (σyin-plane, 0) ≥ 0
σx in-plane compression In-plane center compression stress in the x direction = min (σxin-plane, 0) ≤ 0
σy in-plane compression In-plane center compression stress in the y direction = min (σyin-plane, 0) ≤ 0
Note: Tooltips are available for the contour plots, by hovering over nodes. These
display all the relevant results at the node for the selected loading.