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Is stated in any code that the 1.5 SF for overturning is required? Using the ASD Basic Load Combos or the Alternative Load Combos.

I have a metal bldg foundation to design in Texas. The arch. is providing slab leave-outs for the tennants. Where do I place the hairpins in the area of the slab leave-outs? I do have grade beams connecting columns that are across from one another.

Why is there no allowance for the shearing of ties in the concrete breakout strength, in App. D? If you have a pier or pedastal with shear ties, don't the ties have to shear first before the concrete breaks out.

How in the heck do structural engineers get their foort in the door to prove that you can do the work?

I was told that I have to pay taxes on CAD drawings that my firm produces. Does that sound right?

How does one go about designing a retaining wall that does not have a foundation. I have no room to put a strip footing. I have to design a wall that retains about 6' of dirt and a three story brick home about 8' away. I am having a Hydro-Excavation crew come out and dig me a trench, and they...

Who do you have carrying your professional liability insurance? I just started, obviously with no money, and it seems that no one wants to cover you, or it is very expensive. How did you start with this insurance delimma?

Where does one go to get liability insurance. I was asked by an architect if I had liability insurance.