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

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Connecting WoodDo Not Mix I-joists withDimension i LumberWood, like other materials, moves in varyingenvironmentsDispersal of Strength ReducingCharacteristicsWood as a Structural Material• I-Joist vs. Lumber• Both at 16" o.c.•36% less wood fiber• I-Joist at 19.2" o.c &Lumber at 16" o.c.•46% less wood fiberVS.I-JoistLumber
Design Criteria: LoadsVertical Load• Dead Loads (permanent)– structure, partitions, finishes• Live Loads– people, furniture, snow• Wind and Seismic• Impact loads(The effect of loads are lessened with shorter duration)Loads(2010 CBC Chapter 16 & CRC Section R301)Dead Loads (Section 1606)• Weight of permanent loads: construction materials, fixedequipment• Increases from joists to beamsDeadLoads?Live Loads (Table 1607.1)• Live Load Reduction (1607.9)• Reduction in Roof Live Loads (1607.11.2)• Based on supported area, slope roof• Decreases from joists to beams
Page 1 and 2: Wood Design for Architects:Engineer
Page 4 and 5: Mechanical Properties of WoodMaximu
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 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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