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Design doll version comparison
Design doll version comparison











design doll version comparison
  1. Design doll version comparison manual#
  2. Design doll version comparison code#
  3. Design doll version comparison professional#

Design doll version comparison professional#

  • Understand the addition of deformed-shank fasteners and other criteria to address new wind load provisionsĮquivalencies: 1.0 Hour of Instruction = 0.1 Continuing Education Units (CEU) = 1 Professional Development Hour (PDH) = 1 Learning Unit (LU).
  • Understand new wind provisions based on ASCE 7-16.
  • Be familiar with changes to the 2018 WFCM and their impact.
  • Be familiar with provisions of the 2018 WFCM and relevant references in the 2018 IRC and 2018 IBC.
  • Design doll version comparison code#

    The WFCM provides code officials and designers with time-saving tools based on engineered and prescriptive solutions (based on structural engineering principles) for wood structures to resist anticipated lateral and gravity loads. This presentation will provide an overview of the significant changes in the 2018 WFCM relative to the previous 2015 edition.

    design doll version comparison

    The 2018 WFCM uses gravity and lateral loads based on ASCE 7-16 Minimum Design Loads and Associated Criteria for Buildings and Other Structures.

    Design doll version comparison manual#

    The Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings (ANSI/AWC WFCM-2018) has been updated and is referenced in the 2018 International Building Code (IBC) and 2018 International Residential Code (IRC). STD350 – 2018 Wood Frame Construction Manual Changes.Evaluate special inspection requirements as required for high-load diaphragms.Įquivalencies: 1.5 Hours of Instruction = 0.15 Continuing Education Units (CEU) = 1.5 Professional Development Hours (PDH) = 1.5 Learning Units (LU).Analyze wood- and gypsum-sheathed diaphragms using prescriptive and engineered procedures.Compare the difference between the 3-term and 4-term deflection equation in the 2015 SDPWS.Calculate wood-frame diaphragm deflection using the 2015 SDPWS.This presentation will demystify diaphragm design by providing wind and seismic design examples for in-plane lateral design of wood- and gypsum-sheathed diaphragms including high-load diaphragms. Both code-referenced standards provide procedures for designing diaphragms for wood construction. The 2018 International Building Code (IBC) specifies that structures using wood-framed shear walls and diaphragms to resist wind, seismic and other lateral loads shall be designed and constructed in accordance with AWC’s 2015 Special Design Provisions for Wind and Seismic (SDPWS) or 2018 Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings. Be able to identify and analyze shear walls per 2018 WFCM and 2015 SDPWS and understand the differences between them.Įquivalencies: 1.5 Hours of Instruction = 0.15 Continuing Education Unit (CEU) = 1.5 Professional Development Hour (PDH) = 1.5 Learning Unit (LU).Understand hold down design and special conditions that pertain to seismic hold downs.Understand the differences between segmented and perforated shear wall design.Identify and understand the basic shear wall system to resist lateral seismic loads.This seminar includes examples of seismic and wind shear wall designs for segmented and perforated shear walls, utilizing the WFCM and the SDPWS along with a comparison of the results. Although the prescriptive design will tend to provide more conservative results than the more efficient engineered design, designers may arrive more readily at a solution. The WFCM has recently been updated and contains both a prescriptive and engineering design approach. Two AWC standards utilized throughout the nation for a code compliant design of wood shear walls are 2018 Wood Frame Construction Manual (WFCM) for One- and Two-Family Dwellings and 2015 Special Design Provisions for Wind and Seismic (SDPWS). DES420 – Wood Shear Wall Seismic and Wind Design Example per 2018 WFCM & 2015 SDPWS.Summarize the requirements for installation of wood structural panel systems to resist simultaneous wind shear and uplift loadsĮquivalencies: 1 Hour of Instruction = 0.1 Continuing Education Units (CEU) = 1 Professional Development Hours (PDH) = 1 Learning Units (LU).Describe the progression of changes over time.Utilize the limitations of engineered and prescriptive provisions.Recognize requirements for wood structural panels designed to resist combined shear and uplift from wind.Primary Audience: Engineers, Code Officials

    design doll version comparison design doll version comparison

    This webinar provides an overview of the prescriptive and engineered provisions, tabulated values, design examples, and requirements for installation per the 2015 SDPWS and 2018 WFCM. AWC’s 2015 Special Design Provisions for Wind and Seismic (SDPWS) and 2018 Wood Frame Construction Manual (WFCM) which are referenced in the national building codes, both contain provisions for wood structural panel shear walls designed to resist shear and uplift forces simultaneously.













    Design doll version comparison