JoshPlumSE
Structural
- Aug 15, 2008
- 9,774
I'm trying to come up with a way of modifying the 3 term diaphragm deflection equation (from the NDS, not the 4 term one from the IBC) to account for variable nailing patterns.
I've seen methods for doing this based on the 4 term equation, but not based on the 3 term one.
I suppose that I can take a closer look at the 4 term equation method and then use the theory to derive a method for the 3 term equation. But, I don't want to work that hard! More accurately, I just don't want to spend a ton of time verifying that the two methods produce the same results.
So, if anyone has already done the work (or knows of a publication which has) can you please point me in that direction?
Keeping my lazy fingers crossed,
Josh
I've seen methods for doing this based on the 4 term equation, but not based on the 3 term one.
I suppose that I can take a closer look at the 4 term equation method and then use the theory to derive a method for the 3 term equation. But, I don't want to work that hard! More accurately, I just don't want to spend a ton of time verifying that the two methods produce the same results.
So, if anyone has already done the work (or knows of a publication which has) can you please point me in that direction?
Keeping my lazy fingers crossed,
Josh