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For pier foundations of transmission line, what is the ties spec everyone is using? My company uses the standard below. I just want to ask those on this forum who are far more experienced than me about this and why this seems to differ from other foundation designs I've seenby people who have...

stevenal, thank you. I will look into IEEE 693. MiketheEngineer, this sounds very familiar and I think this might be what I will have to do. For my senior design project, we added 15% of the dead load to all the joints in a horizontal (x and z axis) to create an equivalent earthquake loading...

I have been working for my firm for ~2+ years and am most familiar with using GTStrudl and have been using this program for all my analysis models. The engineer I am working under is also a Civil Engineer who has been in the industry for 30+ years and haven't touched GTstrudl in ages. Thus the...

I'm still an engineer in training so please excuse me if I sound like I don't know what I'm talking about. This is why I'm posting here asking for further insight and see if there any advice or professional resources that can be suggested to help me. So I have a project where I'm designing...