Chapter
Apr 26, 2012
Roof Collapse: Forensic Uplift Failure Analysis
Authors: Erik L. Nelson, Ph.D., Deepak Ahuja, Stewart M. Verhulst, and Erin CristeAuthor Affiliations
Publication: Forensic Engineering (2006)
Abstract
Many factors affect the performance of structural roof framing, and if deficient components exist, the structural integrity is compromised. When a roof system is improperly designed, failure may result from under-design regarding net uplift pressures. Today's commonly used lightweight roofing products (EPDM, poly-isocyanurate) have made net uplift loads a more critical design load, and in some instances, the controlling case. In particular, a commercial warehouse building was under-designed for net uplift pressures, which in conjunction with unclear bridging spacing requirements per Steel Joist Institute (SJI) requirements, resulted in a roof collapse during a storm event. The net uplift design load for the steel joist roofing system should have been higher than what was specified on construction drawings. Additionally, a lack of clarity in the SJI requirement for joist bottom chord bridging resulted in excessive bridging spacing, which lessened the capacity of the roof framing considering uplift. Consideration of the lightweight roofing materials in the joist design and clarity in SJI uplift tables would have prevented the roof collapse.
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© 2007 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Authors
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Erik L. Nelson, Ph.D.
P.E.
M.ASCE
No affiliation information available.
Deepak Ahuja
P.E.
M.ASCE
No affiliation information available.
Stewart M. Verhulst
P.E.
M.ASCE
No affiliation information available.
Erin Criste
M.ASCE
No affiliation information available.
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