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

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Stud BendingBuilt-up up Lumber ColumnsLateral force onstuds furtherreduces thebuckling capacity.This controls thedesign of exteriorstuds subjected tolateral wind orseismic forces.Buckled shapeMulti-ply columns• Guidance provided in NDS for:• Nailed or bolted laminated columns• Nailed K f = 0.60• Bolted K f = 0.75Built-up up Lumber ColumnsBuilding ElementsNail spacing dictated by NDS for reduced KfLateral Design• Horizontal members• Diaphragms•Vertical members• Shear Walls
Lateral Load PathGravity Load PathLateral Load PathDesigning Wood Structures to ResistLateral LoadsConventional Light Frame Construction• Prescriptive, uses bracing• Limited as defined by provisionsEngineered Lateral Force Resisting System• Uses shear walls, diaphragms, collectors, etc.
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 14 and 15: Building Elements: Rim BoardBuildin
Page 16 and 17: Engineered Lay-upsTOP StampCompress
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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