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For buckling out of plane of the truss, the buckling size has to be taken involving lateral support points.
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While in the worked example, the place the truss supports a roof, with purlins at the extent in the upper chord of the truss:
In the majority of truss members, only flexural buckling on the compressed members in the plane on the truss structure and out with the plane from the truss structure will need be evaluated.
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The chords on the wind girder are classified as the higher chords of two adjacent vertical trusses. This means that the axial forces in these members resulting from loading on the vertical truss and people because of hundreds within the wind girder loading need to be additional with each other (for an suitable mix of steps)
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For smaller sized spans, tee sections are regularly used for chords, with angles used as interior members. The internal members may be bolted or welded to the tees. Again-to-back angles or channels can be used for for a longer period spans or heavier hundreds, with a gusset plate used at nodes to connect the members.
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