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

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Building Elements: Panels• Sturd-I-Floor• Combined subfloor & underlayment• Resistant to concentrated & impact loads• Plywood or OSBA PARATED STURD-I-FLOOR20 ocSIZED FOR SPACINGT & G NET WIDTH 47-1/2EXPOSURE 1THICKNESS 0.578 IN.000PS 2-10PRP-10819/32 CATEGORYSINGLE FLOORHUD-UM-40Carpet& padAPA Form E30 Table 30Span Rating ConditionsAPA Form E30 Table 33Strength th axisperpendicular tosupportsContinuous across 2 or morespans
Building Elements: JoistsBuilding Elements: Joists• I-joist• Used for floor & roof framing• Long lengths availableUniform LoadFlange(LVL or lumber)CompressionTensionWeb(OSB)LCForces are Max. atLCBuilding Elements: JoistsUniform LoadShear ForceC BB CRule of Thumb: Hole size inverselyproportional to shear force
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 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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