Here Ya go 4thorns.
Its now set up to do everything. Withdrawal, Lateral, Bolts, lags, nails ect. and it can do metal plates.
The C values chart works for dowels, havent set it up for the other crap-anything not set up is in red.
Enjoy,
And if you have any sweet spreadsheats of your...
I need a lateral design value (Z) for a screw size and member connection not shown in the tables. I tried setting up an excel file to do the yield limit calculations (all 6), I think my file is correct, but I do not get the values specified in the tables (NDS 2005).
The values in table 11.3.2...
thanks guys,
I do have the bolts connecting through a thin plate (18ga). Its not my design we are doing due diligence on a job that we took over, and the contractor is concerned because the curtain wall isn't supported by angle brackets anchored into the concrete but rather cold form steel stud...
I've come across a question that I can't find the answer to.
For a bolt placed in tension. Is there a AISC formula for determining whether the bolt head could shear through a connecting plate and "pull out" or "pull through"? Not in the bolt bearing tearout sense calculated in J3-6a which deals...
