Technical Papers
Feb 13, 2014

In Situ Nail Withdrawal Strengths in Wood Roof Structures

Publication: Journal of Structural Engineering
Volume 140, Issue 5

Abstract

Premature failure of wood roof sheathing under wind loading has primarily been blamed on poor nail installation resulting in reduced nail withdrawal strengths. However, this increased vulnerability could also result from environmental effects and aging of the materials, but little information exists on the in situ withdrawal strengths of nails in actual wood buildings. To address this knowledge gap, the authors evaluated the withdrawal strengths of nails from 17 existing Florida homes, and they observed relatively low in situ nail withdrawal capacities in the tests. Further, laboratory tests compared the withdrawal strengths of nails determined using an industry-standard test protocol against an in situ nail test procedure. The study documented the effects of (1) through-sheathing nail installation, (2) nail withdrawal rate, and (3) sheathing removal methods on nail withdrawal capacity. The in situ nail test procedure consistently produced lower nail withdrawal capacities than did the industry-standard test protocol. Nail withdrawal capacity is reduced by combination of local sheathing removal methods to access the nail head, and by driving nails through sheathing. The results suggest empirically determined nail withdrawal capacity for nails provide nonconservative results.

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Acknowledgments

This project was funded by the Florida Division of Emergency Management, Grant ID # 08RC-B5-13-00-05-162, awarded to the University of Florida. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of the Florida Division of Emergency Management. Several civil engineering students contributed to this study, and the authors would like to acknowledge the contributions of Carl Harrigan, Griffin Malatino, Kenneth M. Hill, David B. Roueche and Craig R. Dixon for their efforts and assistance in field and laboratory testing.

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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 140Issue 5May 2014

History

Received: Jul 7, 2012
Accepted: Oct 29, 2013
Published online: Feb 13, 2014
Published in print: May 1, 2014
Discussion open until: Jul 13, 2014

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Authors

Affiliations

David O. Prevatt [email protected]
M.ASCE
Assistant Professor, Engineering School of Sustainable Infrastructure and Environment, Univ. of Florida, 365 Weil Hall, Gainesville, FL 32611 (corresponding author). E-mail: [email protected]
Sushmit Shreyans
Former Graduate Student, Engineering School of Sustainable Infrastructure and Environment, Univ. of Florida, 365 Weil Hall, Gainesville, FL 32611.
Ashlie Kerr
S.M.ASCE
Graduate Student, Engineering School of Sustainable Infrastructure and Environment, Univ. of Florida, 365 Weil Hall, Gainesville, FL 32611.
Kurtis R. Gurley
M.ASCE
Associate Professor, Engineering School of Sustainable Infrastructure and Environment, Univ. of Florida, 365 Weil Hall, Gainesville, FL 32611.

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