I too always use the U value when calculating the tensile rupture strength and understand it's purpose was to take into account eccentricities at connections (and I thought at connections only). My thought was that there might be some yeilding near the connections due to combined bending and...
I am an EIT and I am designing some X-bracing to stabilize a relatively small platform. I was using single angles back to back with a spacer plate to match the gusset plate thickness and using them as tension only. Sounds easy enough...
I was looking closer at the gusset plate to angle...
Thanks for the feedback everyone. However, I think I need to be more specific.
We are not worried about costs as much as we are features. The Softdesk 8 addon to AutoCAD we currently use has so many great features. When generating foundation plans, all we need to do is select "12" concrete...
Greetings,
I am a young engineer at a well established structural engineering firm. Our firm uses AutoCAD 14 with the Softdesk 8 add-on. Softdesk 8 has great features for drawing framing and foundation plans and for drawing details. Softdesk 8 fits our needs perfectly.
However, all of our...