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Cold-Formed Steel Reinforcement for Improperly Cut Wood Composite I-Joists
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. ...
Potential Thermal Degradation of Attic Framing and Wood Sheathing
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
Strength of Sawn Lumber and Wood Composite Dowel Connections Loaded Perpendicular to Grain. I: NDS Design Equations
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 ...
Strength of Sawn Lumber and Wood Composite Dowel Connections Loaded Perpendicular to Grain. II: Fracture Mechanics Equations
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 ...
Tests of Adhesives to Augment Nails in Wind Uplift Resistance of Roofs
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 ...