WIND & SEISMIC - AWC
2.1.2.1 Allowable Stress Design: Allowable stress design (ASD) shall be in accordance with the Na-tional Design Specification ® (NDS ®) for Wood Con-struction (ANSI/AF&PA NDS-05) and provisions of this document. 2.1.2.2 Strength Design: Load and resistance factor design (LRFD) of wood structures shall be in accor-
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INTERIOR SHEAR WALLS - awc.org
www.awc.orginterior shear walls to be designed to resist wind loads. WFCM Section 2.4.4.2 states: “Walls parallel to the applicable wind load or seismic motion shall provide the required shear resistance at each level. The sum of the individual shearwall segment shear
2012 ASD/LRFD Manual for Engineered Wood Construction
www.awc.orgASD/LRFD MANUAL FOR ENGINEERED WOOD CONSTRUCTION iii AMERICAN WOOD COUNCIL FOREWORD This Allowable Stress Design/Load and Resistance Factor Design Manual for Engineered Wood Construction (ASD/LRFD Manual) provides guidance for design of most wood-based structural products used in the construction
Prescriptive Residential Wood Deck Construction Guide
www.awc.org4 PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE American Wood Council Table 2. Maximum Joist Spans and Overhangs.1 Species Size Joist Spacing (o.c.)
2015 National Design Specification Supplement - awc.org
www.awc.orgAMERICAN WD CUNCIL. DESIGN VALUES FOR WOOD CONSTRUCTION – NDS SUPPLEMENT iii. Introduction. This Supplement is a compendium of reference de …
2005 Span Tables For Joists And Rafters - awc.org
www.awc.org2 EXPLANATION OF TABLES AMERICAN WOOD COUNCIL 7. LUMBER IDENTIFICATION The tabulated spans in these tables apply to lum-ber identified by the grade stamp of, or certificate of
Design Aid 6 Beam Design Formulas with Shear and Moment ...
www.awc.orgAMERICAN WOOD COUNCIL w R V V 2 2 Shear M max Moment x 7-36 A ab c x R 1 R 2 V 1 V 2 Shear a + — R 1 w M max Moment wb 7-36 B Figure 1 Simple Beam–Uniformly Distributed Load
WCD1 - Details for Conventional Wood Frame Construction
www.awc.orgmay provide equal, or possibly, improved performance. These, however, must provide performance assurance ac-ceptable to the owner and the building inspector. Dimensioning. In general, dimensions for framing lumber, wood sid-ing and trim referenced in this document are nominal dimensions; i.e., 2x4, 2x6, etc., for simplicity. Actual sur-
Prescriptive Residential Wood Deck Construction Guide
www.awc.org3. Maximum allowable overhang cannot exceed L/4 or ¼ of actual main span. Assumes cantilever length/180 deflection with 220 lb point load (See Figure 1A and Figure 2). 4. Incising assumed for Douglas Fir-Larch, Hem-Fir, and Spruce-Pine-Fir. 5. Design values based on northern species with no incising assumed. 6. Ledger shall be a minimum of 2x8 ...
2015 National Design Specification - AWC
www.awc.orgNDS-1991 with an approval date of October 16, 1992. In 2010, AWC was separately incorporated, re-chartered, and accredited by ANSI as a standards developing organization. The current edition of the Standard is designated ANSI/AWC NDS-2015 with an approval date of September 30, 2014. In developing the provisions of this Specification,
MAT100: The Basics of Wood Frame Construction
www.awc.orgone comprehensive program for building officials on wood frame construction basics. In each module, learning outcomes will be further refined respectively. MAT 100 learning outcomes (see slide). 5 MAT100: Learning Outcomes 3. Floor, roof/ceiling, wall framing 4. Wall bracing, introduction to Wood Frame Construction Manual 5. Fireblocking ...
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www1.nyc.govThe use of load resistance factor design (LRFD), calculation of live loads, and applicability of seismic and wind loads shall be governed by special provisions for prior code buildings as set forth in section 1601.2 of the New
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