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004650
2020-08-21

Sign Conventions for Internal Force

How are the sign conventions for internal forces defined?


Answer:

The sign convention depends on the orientation of the local z-axis. In the General Data, you can define the orientation of it (see Image 01).

If the global Z-axis is oriented downwards, the local z-axis is automatically oriented downwards. It is not possible to orient them upwards. If the global z-axis is still oriented upwards, you have the option to determine the orientation of the local z‑axis upwards or downwards.

If the orientation of the local z-axis is set to downwards in the General Data, the following applies:

  • The bending moment My is positive if tensile stresses occur at the positive member face (in the direction of the z-axis). Mz is positive if compressive stresses occur at the positive member face (in the direction of the y-axis). The sign definition for torsional moments, axial forces, and shear forces conforms to the usual conventions: These internal forces are positive if they act on the positive cut face in a positive direction.

If the orientation of the local z-axis is set to upwards in the General Data, the following applies:

  • The bending moment My is positive if tensile stresses occur at the positive member face (in the direction of the z-axis). Mz is positive if compressive stresses occur at the positive member face (in the direction of the y-axis). The sign definition for torsional moments and axial forces conforms to the usual conventions. These internal forces are positive if they act on the positive cut face in a positive direction. The shear forces are positive if they act in the negative direction on the positive face.

Author

Mr. Rehm is responsible for developing products for timber structures, and he provides technical support for customers.

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