Threaded nails are used in wood construction because of their superior perf
ormance, but relatively few tests have been conducted on nails larger than
12d (3.76 mm diameter). Experience has suggested that threaded nail withdra
wal design values are too conservative. The Forest Products Laboratory and
Washington State University have been cooperatively characterizing the stre
ngth of threaded nails over a range of wood species and nail types. This pa
per focuses on the immediate withdrawal strength of annularly threaded nail
s in Douglas Fir and Spruce-Pine-Fir, helically threaded nails in Southern
Pine, and smooth nails in Southern Pine and Spruce-Pine-Fir lumber. Average
withdrawal strength of threaded nails was greater than that of smooth shan
k nails of the same diameter. In comparison of experimental withdrawal stre
ngth to existing design procedures for assigning allowable withdrawal stren
gth design values, annular shank nails showed thr greatest difference. With
drawal strengths of nails from five different manufacturers were not signif
icantly different. Comparisons of the effect of galvanizing on withdrawal s
trength were inconclusive.