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

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Building ElementsWhy Engineer?When a building, or portion, doesn’t meet conventionalrequirements it must be engineered(CBC 2308.4, CRC R301.1.3)Gravity Design• Horizontal members• Panels• Joists• Beams•Vertical members• Studs• ColumnsWood Structural PanelsBuilding Elements: PanelsFaceCoreCenterCoreBack
Building Elements: PanelsBuilding Elements: PanelsOSB layers are engineered forstrength.Roof Span• Deflection = L/240• Live load = 30 psf• Dead load=10psfFloor Span• Deflection = L/360• Live load= 100 psf• Dead load = 10 psfBuilding Elements: PanelsBuilding Elements: Panels• Rated Sheathing• Floor, wall or roof• Plywood or OSBA PARATED SHEATHING32/16SIZED FOR SPACINGEXPOSURE 1THICKNESS 0.451 IN.000PS 2-10 SHEATHINGPRP-108 HUD-UM-4015/32 CATEGORYRoofCovering• Rated Sheathing• Floor, wall or roof• Plywood or OSBA PARATED SHEATHING32/16SIZED FOR SPACINGEXPOSURE 1THICKNESS 0.451 IN.000PS 2-10 SHEATHINGPRP-108 HUD-UM-40PRP-108 HUD-UM-4015/32 CATEGORY
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 12 and 13: Building Elements: Panels• Sturd-
Page 14 and 15: Building Elements: Rim BoardBuildin
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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