How can I connect a steel HEA 160 Column to a pitched HEA 160 beam, if the connection is not at the end of the beam.
Please refer to the attached image.
Thank you
Assuming the web of the horizontal beam is in plane of the column it should be just enough to select both elements and generate connection.
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The beam to column connection resulted in a connection at the edge. Please find an image showing what type of connection I seek
Please inform me if this is possible to do in RSA, or specify an alternative
Le Mayo wrote : The beam to column connection resulted in a connection at the edge
Yes that's what how it looks in the picture of the results and in connection scheme. But in the calculations, forces of both sides of the beam (horizontal member) are taken into account
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