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    Cold-Formed Steel Reinforcement for Improperly Cut Wood Composite I-Joists 

    Source: Practice Periodical on Structural Design and Construction:;2008:;Volume ( 013 ):;issue: 004
    Author(s): Daniel P. Hindman; Joseph R. Loferski
    Publisher: American Society of Civil Engineers
    Abstract: Wood composite I-joists have become an attractive option for floor joists in residential construction. One disadvantage of I-joists is the restrictions on hole size and the inability to notch the top compression flange. ...
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    Potential Thermal Degradation of Attic Framing and Wood Sheathing 

    Source: Practice Periodical on Structural Design and Construction:;2003:;Volume ( 008 ):;issue: 004
    Author(s): Jason V. Smart; Frank E. Woeste; Joseph R. Loferski
    Publisher: American Society of Civil Engineers
    Abstract: The process of thermal degradation of wood products was reviewed in the context of the molecular constituents of wood—cellulose, hemicellulose, and lignin. Test data on
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    Strength of Sawn Lumber and Wood Composite Dowel Connections Loaded Perpendicular to Grain. I: NDS Design Equations 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 012
    Author(s): Daniel P. Hindman; David E. Finkenbinder; Joseph R. Loferski; Philip Line
    Publisher: American Society of Civil Engineers
    Abstract: Connections are important design elements in timber engineering. Connections loaded perpendicular to grain for structural composite lumber (SCL) materials have received little attention. Connection strength can be determined ...
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    Strength of Sawn Lumber and Wood Composite Dowel Connections Loaded Perpendicular to Grain. II: Fracture Mechanics Equations 

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 012
    Author(s): Daniel P. Hindman; David E. Finkenbinder; Joseph R. Loferski; Philip Line
    Publisher: American Society of Civil Engineers
    Abstract: Splitting failure modes of perpendicular to grain bolted connections have received little attention when compared to splitting modes in parallel to grain connections. Previous research by the authors tested a series of ...
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    Tests of Adhesives to Augment Nails in Wind Uplift Resistance of Roofs 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author(s): Matthew A. Turner; Raymond H. Plaut; David A. Dillard; Joseph R. Loferski; Rick Caudill
    Publisher: American Society of Civil Engineers
    Abstract: The addition of adhesives to resist uplift wind forces at the roof framing-to-sheathing connection was tested. Two specimen configurations were used to compare the tensile resistance of typical nail connections to that of ...
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