I have been contracted to inspect steel columns where the columns are corroded near the street level which is about two feet above the anchor bolts. Not all the corrosion is apparent and is on the interior. I have been researching Flaw Detectors/Thickness Gauges and think this would be helpful...
I need to calculate the pull out or pull over value of a bolt in metal deck. I am not looking for a table, i need to calculate it myself.
Similarly, i am looking for the calculation to determine the uplift value of a single puddle weld in metal desk.
Your thoughts are appreciated.
