I cannot show Special Giders that are over 24” in flange width in a Framing Elevation unless I stretch the Far clip offset beyond the flange edge. I then have more steel cut than I want and of coarse more steel showing in the cut plane.
Yet on smaller flange beams under 2"-0". I do not have to extend the far clip at all, just somewhere on the flange a little beyond the web.
Any helpful tips
The Goal: Is just to show the horizontal or vertical bracing steel on this particular column line. Not including any perpendicular members that may be applied. This is the only situation I have seen where the framing elevation is not responding normally.
Sample Project File attached with respective problem: Refer to elevation 1-a and respective Level
Keep on Reviting
Regards,
Dan Levesque