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Wood Works Connection Design

JStructsteel

JStructsteel

Structural
Aug 22, 2002
1,377
I am writing a spreadsheet and trying to come up with the values they get. I can match the yield mode values they get. But what is the lateral capacity value? See attached.

Also I cant get the group factor to match. Not sure what values internally they use for wood species. Anyone have a spreadsheet to check my group factor calc?

My spreadsheet right now is for a wood member in double shear (plate each side)

I have not done my Cdelta calcs yet.
 

Attachments

  • Bolted Wood Connection steel plate to wood main member 1-4-25.pdf
    74.8 KB · Views: 9
  • 2 bolt Connection.con.pdf
    29.5 KB · Views: 4
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