General Technical Report FPL–GTR– 190NPA. 1968. Screw holding of particleboard. Tech. Bull. 3.
Washington, DC: National Particleboard Association.
Perkins, N.S.; Landsem, P.; Trayer, G.W. 1933. Modern con-
nectors for timber construction. Washington, DC: U.S. De-
partment of Commerce, National Committee on Wood Utili-
zation, and U.S. Department of Agriculture, Forest Service.
Rammer, D.R.; Mendez, A.M. 2008. Withdrawal strength of
post-frame ring shank nails. Frame Building News. April.
p. 59–67.
Rammer, D.R.; Zelinka, S.L. 2004. Review of end grain
nail withdrawal research. Gen. Tech. Rep. FPL–GTR–151.
Madison, WI: U.S. Department of Agriculture, Forest Ser-
vice, Forest Products Laboratory.
Rammer, D.R.; Winistorfer, S.G.; Bender, D.A. 2001. With-
drawal strength of threaded nails. Journal of Structural Engi-
neering. 127(4): 442–449. April.
Scholten, J.A. 1944. Timber-connector joints, their strength
and design. Tech. Bull. 865. Washington, DC: U.S. Depart-
ment of Agriculture.
Scholten, J.A. 1946. Strength of bolted timber joints. FPL
Report R1202. Madison, WI: U.S. Department of Agricul-
ture, Forest Service, Forest Products Laboratory.
Scholten, J.A. 1950. Nail-holding properties of southern
hardwoods. Southern Lumberman. 181(2273): 208–210.
Scholten, J.A.; Molander, E.G. 1950. Strength of
nailed joints in frame walls. Agricultural Engineering.
31(11): 551–555.
Skulteti, M.J.; Bender, D.A.; Winistorfer, S.G.; Pollock,
D.G. 1997. Withdrawal strength of ring-shank nails embed-
ded in southern pine lumber. Transactions of the ASAE,
American Society of Agricultural Engineers. 40(2): 451–
- February.
Soltis, L.A.; Wilkinson, T.L. 1987. Bolted connection de-
sign. Gen. Tech. Rep. FPL–GTR–54. Madison, WI: U.S.
Department of Agriculture, Forest Service, Forest Products
Laboratory.
Stern, E.G. 1940. A study of lumber and plywood joints
with metal split-ring connectors. Bull. 53. State College,
PA: Pennsylvania Engineering Experiment Station.
Stern, E.G. 1950. Nails in end-grain lumber. Timber News
and Machine Woodworker. 58(2138): 490–492.
Trayer, G.W. 1932. Bearing strength of wood under bolts.
Tech. Bull. 332. Washington, DC: U.S. Department of
Agriculture.
Truss Plate Institute. [N.d.] Design specification for metal
plate connected wood trusses. TPI–78. Madison, WI: Truss
Plate Institute.
Wilkinson, T.L. 1971. Bearing strength of wood under em-
bedment loading of fasteners. Res. Pap. FPL 163. Madison,
WI: U.S. Department of Agriculture, Forest Service, Forest
Products Laboratory.
Wilkinson, T.L. 1971. Theoretical lateral resistance of nailed
joints. Proceedings of American Society of Civil Engineer-
ing. Journal of Structural Division. ST5(97): (Pap. 8121):
1381–1398.
Wilkinson, T.L. 1978. Strength of bolted wood joints with
various ratios of member thicknesses. Res. Pap. FPL 314.
Madison, WI: U.S. Department of Agriculture, Forest Ser-
vice, Forest Products Laboratory.
Wilkinson, T.L. 1980. Assessment of modification factors
for a row of bolts or timber connectors. Res. Pap. FPL 376.
Madison, WI: U.S. Department of Agriculture, Forest Ser-
vice, Forest Products Laboratory.
Wilkinson, T.L. 1991. Bolted connection allowable loads
based on the European yield model. Madison, WI: U.S.
Department of Agriculture, Forest Service, Forest Products
Laboratory.
Wilkinson, T.L. 1991. Dowel bearing strength. Res. Pap.
FPL–RP–505. Madison, WI: U.S. Department of
Agriculture, Forest Service, Forest Products Laboratory.
Wilkinson, T.L.; Laatsch, T.R. 1970. Lateral and withdrawal
resistance of tapping screws in three densities of wood. For-
est Products Journal. 20(7): 34–41.
Zahn, J.J. 1991. Design equation for multiple-fastener
wood connections. New York, NY: Journal of Structural
Engineering, American Society of Civil Engineers.
Vol. 117(11): 3477–3485. November.
Zelinka, S.L.; Rammer, D.R. Corrosion rates of fasteners in
treated wood exposed to 100% relative humidity. Journal of
Materials in Civil Engineering, American Society of Civil
Engineers. 21(12): 758–763. December.