MathMan
Structural
- May 4, 2000
- 15
Can anyone perhaps email/fax me the appropriate tables out of the latest working stress code for 3-1/2" nails in western spruce/pine/fir, with metal side plate, clinched on the back side, under dry impact loading conditions.
Let me know if you can help, and i'll give you my email or fax #.
Thx.
Let me know if you can help, and i'll give you my email or fax #.
Thx.