Lateral and Withdrawal Strength of Nail Connections for Manufactured Housing

• Published in: Journal of structural engineering (New York, N.Y.) N.Y.), 1994-12, Vol.120 (12), p.3577-3594
• Main Authors: Winistorfer, Steve G, Soltis, Lawrence A
• Format: Article
• Language: English
• Subjects: Construction; Joints (structural components); Loads (forces); Manufacture; Strength of materials; Structural design; TECHNICAL PAPERS
• ISSN: 0733-9445; 1943-541X
• DOI: 10.1061/(ASCE)0733-9445(1994)120:12(3577)

Current methods used in the design of nailed connections do not directly relate to the types of joints found in manufactured housing. These methods do not account for the construction practices used today, such as power nailing equipment, the use of nails with coated shanks, or the fabrication of joints with filler materials separating main wood members. A total of 640 joints were tested to investigate the effects of these five variables on lateral and withdrawal strength of nails: (1) Two wood species groups; (2) low- and high-humidity environments; (3) hand- and power-driven nails; (4) uncoated and coated nail shanks; and (5) presence or absence of filler material in a joint. Tests verified that lateral strength increases with increasing wood density and that as environments become less humid and the moisture content of wood decreases, lateral strength and stiffness of nailed connections increase. In the dry environment, the withdrawal strength of coated nails was almost 90% higher than that of uncoated nails in joints with an oriented strandboard (OSB) filler and almost 40% higher when no filler was used. In high-humidity conditions, no differences were observed between joints with coated nails and those with uncoated nails. In most other cases, the OSB filler reduced withdrawal strength by an overall average of 25%. This reduction is proportional to the amount of penetration into the solid wood member; therefore, nail length should be increased when an OSB filler is present.