I would like to convert the load from a surface load to a line load; that is, to apply it to the individual beams. How can I do this without using an auxiliary area?
After importing loads from another model, Warning No. 11003 appears. Some free loads are obviously perpendicular to the projection plane. What can I do?
How can I shift the nodes of an inclined top chord to the member axis of a generated 2D truss without having to calculate the x- and z-vectors beforehand?