Transcription of Permanent Bracing Commentary - Cover - Concord …
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Commentary for Permanent Bracingof Metal Plate Connected Wood TrussesJohn E. Meeks, , Original AuthorReviewed by theEngineering Review Committeeof the Wood Truss Council of Americaand theTechnical Advisory Committeeof the Truss Plate InstituteWood Truss Council of AmericaOne WTCA Center6425 Normandy Lane Madison, WI 53719-1133608/274-4849 608/274-3329 (fax) 1999 Wood Truss Council of AmericaCOMMENTARY FOR Permanent Bracing OF METAL PLATE CONNECTED WOOD TRUSSESTABLE OF 2 GENERAL 2 Roof or Floor Loads .. 3 Architect and/or Engineer of Record - building Designer .. 3 Approval of Truss Submittals .. 5 Truss Installation .. 5 TRUSS 6 Permanent Bracing per ANSI/TPI 1 .. 6 Web Member Plane .. 6 Truss Members in Compression .. 6 Truss Members in Tension .. 7 Special 7 TRUSS SYSTEM 7 Lateral Stability Bracing .. 7 SPECIAL 8 Gable End Braces .. 8 Diagonal Braces.
COMMENTARY FOR PERMANENT BRACING OF METAL PLATE CONNECTED WOOD TRUSSES INTRODUCTION Building Designers and Contractors recognize the design versatility and economies of Metal
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Commentary on National Building Code Part 4, CODE COMMENTARY, Part, Wind Loads on Buildings and, Code, Commentary, The application of the National Building, National Building, AMERICAN NATIONAL STANDARDS INSTITUTE/, AMERICAN NATIONAL STANDARDS INSTITUTE/ STEEL DECK INSTITUTE, Building code, Structural Design Loads foe One, Building, COMMENTARY ON THE ENFORCEMENT OF, COMMENTARY ON THE ENFORCEMENT OF SECURITY INTERESTS UNDER