Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations GregLocock on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

NDS Connection Lateral Design Values 1

Status
Not open for further replies.

RonBurgundy

Structural
Feb 9, 2011
6
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 are a little off-but I checked those and the formulas are simple-I just think the table doesn't use the exact value from the formula. And since Fem=Fes it shouln't make a huge difference. I have attached the excel file.

My values are coming in a fair bit higher and I don't know why.I was just hoping some of you had experience calculating these by hand and was wondering if you could help. The file is yours if you can fix it-my broken gift to you for the help.
 
Replies continue below

Recommended for you

Try using the reduced diameter, Dr, in your equations. It looks like you used D. The tabulated values are based on reduced diameter which in your case would be 0.131".
 
thanks dylansdad. I caught that and now it works beautifully.
 
Ron,

This spreadsheet is sweet. Seems to work perfect for bolts. Can it be set up for lag screws as well?
 
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 own-feel free to send some my way!
 
 http://files.engineering.com/getfile.aspx?folder=7b07d348-6b9f-4b1e-abb7-d45144e510d9&file=NDS_11.3.1_Lateral_design_values_Z.xls
Thanks Ron,

I'll have to check it out tomorrow. After looking at your formulas and layout I don't think I've got anything that you'd consider sweet! If I have time I'll send you one that I designed for built up beams. Maybe you could give me a few pointers! You're Excel expertise appears to be well above mine.

Doug
 
I am working on a wood ledger spreadsheet and didn't have access to a copy of the NDS - thanks Ron!
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor