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2015 Special Design Provisions for Wind and Seismic (SDPWS)

2015 SDPWS
  • The ANSI/AWC 2015 Special Design Provisions for Wind and Seismic (SDPWS) provides criteria for proportioning, designing, and detailing engineered wood systems, members, and connections in lateral force resisting systems. Engineered design of wood structures to resist wind or seismic forces is either by allowable stress design (ASD) or load and resistance factor design (LRFD). Nominal shear capacities of diaphragms and shear walls are provided for reference assemblies. Purchased copy includes integral commentary.

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Other Resources

Example Problems

Wood Shear Wall Design Examples for Wind Structure Magazine – June 2017

Updates

Errata and addendums that have been developed for AWC documents are available here in PDF format.

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Related eCourses

  • BCD120 – Significant Changes to the 2015 IBC, NDS, and SDPWS

  • DES340 – Cornucopia of Classic Connection Conundrums

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

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

  • DES415 – Resolving Wood Shear Wall Design Puzzles with Force Transfer Around Openings

  • DES416 – Wind Solutions - Perforated Wood Structural Panel Shear Walls

  • DES417 – Wood Structural Panels Designed to Resist Combined Shear & Uplift from Wind Loads

  • DES420 – Wood Shear Wall Seismic and Wind Design Example per 2018 WFCM and 2015 SDPWS

  • DES431 – Demystifying Diaphragm Design

  • STD415 – 2015 Special Design Provisions for Wind and Seismic Overview and Changes

  • STD415-A – 2015 Special Design Provisions for Wind and Seismic

  • STD510 – Significant Changes to AWC's 2015 NDS and the 2015 SDPWS

  • STD600-A – What the 2015 IBC Means for Wood Construction – Part IV: Permanent Wood Foundations