Annette Polak WSP Traffic Engineer

PS. It's an illuminated sign 

Hi, I'm in v4.0 and trying a post design for a sign mounted back to back, 1275 x 1220mm. I recall in previous versions, that adding a sign to the back of another made very little difference to the calcs in terms of capacity. Now I'm finding that deflection, bending and destabilising are all doubled, except the overall wind surface area hasn't. What's going on here? The results here are based on a 168mm dia jerol post

Thank you Alan, I shall look forward to that :)

When creating a new drawing in KeyLINES it would be nice to not have a list of Visirail layers preloaded? (I am in version 8.2 and waiting for our IT to install the latest update which takes weeks apparently)