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This web seminar highlights code requirements applicable to the seismic design of wood structures found in the 2012 IBC, ASCE 7-10 and the 2008 edition of Special Design Provisions for Wind and Seismic (SDPWS). Wood-framed shear wall and diaphragm code issues are discussed including deflection equations, detailing requirements, and limitations on the use of wood in seismic design. Reasons for code compliance are explained and illustrated with additional resources provided for background information and justification.

This web seminar also includes three question-and-answer periods.

For the full recording:
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