For each equivalent load (at each FE node/internal node), a torsional moment is determined according to the following formula:
$\mathrm M\;=\;\left|{\mathrm F}_{\mathrm x}\;\ast\;{\mathrm e}_{\mathrm y}\right|\;+\;\left|{\mathrm F}_{\mathrm y}\;\ast\;{\mathrm e}_{\mathrm x}\right|$
The exported load cases are then output in duplicate number - with the torsional moment M rotating around the vertical axis, once in the positive and once in the negative direction of rotation.