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N — Axial force, normal to the cross section
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T1 — Shear force along first local axis
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T2 — Shear force along second local axis
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Mt — Twisting moment
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M1 — Bending moment around first local axis
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M2 — Bending moment around second local axis
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The section forces are tabulated in an evaluation group named Section Forces.
You can disable the Annotation node in the corresponding plot group if the annotation box obscures the arrows.
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These variables are computed with a higher accuracy when the Compute boundary fluxes checkbox is selected in the Discretization section. For more information, see Using Surface Traction to Evaluate Reaction Forces and Evaluating Surface Traction Forces on Interior Boundaries in the Structural Mechanics Modeling chapter.
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You do not need to compute a new solution when a Section Forces node is added or modified. It is sufficient to perform an Update Solution (
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The axial force and twisting moment are positive in the direction of the normal of the given boundary system. For an exterior boundary, this is by default the outward normal. For an interior boundary, you can use the Reverse Normal subnode under a Boundary System to control the orientation.
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If the Symmetry plane checkbox is cleared, the first local axis defining the section forces is the same as the first in-plane direction of the selected coordinate system.
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If the Symmetry plane checkbox is selected, only the normal orientation of the boundary system is used. The first local axis is taken as the inward normal from the symmetry plane into the structure.
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