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American Wood Council
  • DES1100-A – Opportunities For Wood in Low-Rise Commercial Buildings

  • DES1110-A – Designing Modern Wood Schools

  • DES125 – Design Considerations of Wood Frame Structures for Permanence

  • DES130-A1 – Designing for Durability

  • DES131-A – Specifying Alternatives for Conventional Treatments

  • DES140 – Structural Condition Assessment of in-Service Wood

  • DES160 – Evaluation of Recommended Allowable Design Properties for Wood in Existing Structures

  • DES220 – 2015 NDS Example Problems - Columns/Beams/Beam-Columns

  • DES310 – Connections

  • DES315-A1 – Connection Options for Wood-Framed and Heavy Timber Buildings

  • DES330 – Design of Connections for Wood Members using the NDS and TR12

  • DES335 – Design of Bolted Connections

  • DES411-A1 – Designing for Earthquakes

  • DES412-1 – Seismic-Resistive Design of Wood Buildings

  • DES413 – Shear Wall Design

  • DES413-1 – Shear Walls Design Examples

  • DES413-2 – Wind Shear Wall Design Examples per 2015 WFCM and 2015 SDPWS

  • DES413-3 – Calculating ASD Shear Wall Capacities per 2015 SDPWS Using the Equal Deflection Approach

  • DES413-4 – Seismic Example WFCM/SDPWS Comparison 2015

  • DES414 – Seismic and Wind Design Considerations for Wood Framed Structures

  • DES420-A1 – Designing for High Winds

  • DES430 – Seismic Design of Large Wood Panelized Roof Diaphragms in Heavy Wall Buildings

  • DES510 – Overview of Codes and Standards Affecting Mid-rise Construction

  • DES516-A – Mid-Rise Wood Construction

  • DES517-A – Mid-Rise Light Wood Frame Construction Gains Momentum

  • DES520 – Codes and Standards for Mid-rise Construction - An All Wood Solution

  • DES600 – Tall Wood Structures: Current Trends and Related Code and Standard Changes

  • DES600-A – Historical, Current and Future Tall Wood Buildings

  • DES610-A – Mass Timber in North America

  • DES700-A – Building Resilience: Expanding the Concept of Sustainability

  • DES800-A – Fire-Resistive Design of Exposed Timber Structures

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