Does anyone know the best way to determine the capacity of an in-place, existing gang nail connector?
I have an existing pole barn with fabricated wood trusses I have to certify is compliant with IBC 2006.
D. Matthew Stuart, P.E., S.E., F.ASCE, SECB
Senior Project Manager
Structural Department
Associate
Engineers and Consultants - CMX
200 Route 9
Manalapan, NJ 07726
732-577-9000 (Ext. 308)
908-309-8657 (Cell)
732-298-9441 (Fax)
mstuart@CMXEngineering.com