Hello,
Not sure if anyone has this already. I am trying to make a spread sheet in which I can enter a wide flange beam size and have it figure out the required cope length of the connecting beam. It's a matter of looking up values from another tab in the same file and performing the math as listed in the AISC detailing manual.
Excel file attached.
No, I don't have any vertical. Vanilla AutoCAD.
Any help or advice is appreciated. I am just tinkering around with this.
Thanks.