Wood Design for Architects: AIA Statement AIA ... - WoodWorks

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Building Elements: Rim BoardBuilding Elements: Beams• Laminated Veneer Lumber (LVL)• Veneers bonded together• Beams, headers, rafters& scaffold plankingConstructabilityField Notching and Drilling of LVL(Form G535)Horizontal Hole DrillingAll grain parallelto length
Vertical HolesStrength reduction= 1.5 x Hole diameter/beam width(Forms S560 and G535)Example:• 6” Beam width• 1” diameter vertical holeReduction = 1 x 1.5/6Reduction = 025 0.25Beam is 75% of original strengthSide-loaded Multi-ply BeamsConnection of plies is specified in the NDS andindividual LVL manufacturer literaturePre-engineered engineered ConnectorsGlulamJoist and beam hangers• Top and face mount• Product specific• Use correct nail• Fill all holes• Ensure properpfastener penetrationGlulam
Page 1 and 2: Wood Design for Architects:Engineer
Page 4 and 5: Mechanical Properties of WoodMaximu
Page 6 and 7: Connecting WoodDo Not Mix I-joists
Page 8 and 9: Loads(2010 CBC Chapter 16 & CRC Sec
Page 10 and 11: Building ElementsWhy Engineer?When
Page 12 and 13: Building Elements: Panels• Sturd-
Page 16 and 17: Engineered Lay-upsTOP StampCompress
Page 18 and 19: Stud BendingBuilt-up up Lumber Colu
Page 20 and 21: Blocked DiaphragmUnblocked Diaphrag
Page 22 and 23: The Unified StructureLateral Loads(
Page 24 and 25: Lateral Force Resisting SystemsHold
Page 26 and 27: Consistency CountsInconsistent Spac
Page 28 and 29: Beam SizingGiven:Span = 22'Floor li
Page 30 and 31: Structural calculations:3. Check ma
Page 32 and 33: Shear Wall Design Examples Segmente
Page 34 and 35: Perforated Shear Wall ApproachPerfo

Wood Design for Architects: AIA Statement AIA ... - WoodWorks

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