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I'm looking to start outside consulting and one thing I've found is a company needing help with problems that arise during construction.  What are your thoughts on providing consulting in the form of stamped letters/repair sketches for contractors on a job where problems arise? For example, a...

Just a quick question about using my PE/SE Stamp... My parents own a lumber mill and recently put a 700 sq ft lean to on the side of one of their buildings. The state flagged it, saying they need a permit - if I create the structural drawings, can I stamp them without being under an LLC or any...

Just a general question - I tried looking on the specific state websites and couldn't find an answer. I recently sat for and passed the SE, but I have not sat for the PE. In Indiana, the SE is accepted to provide PE licensure (because Indiana doesn't offer SE licensure). Does anyone know if...

When going through the simplified methods of Chapters 27 and 28, you need to use Table 27.6-1 and Figure 28.6-1 to determine your net wall pressures. These are for Wind Speeds, V, greater than or equal to 110 mph. My questions is - for risk category I structures, the wind speed map shows a...

I've been searching the web for a sort of comprehensive list of what elements get designed for the Overstrength Factor, Ωo, of ASCE 7-10 and have been unsuccessful. I understand how to apply it, just not particularly to which items. I was hoping I could get some input as to what items to pay...