| SECTION 2306 ALLOWABLE STRESS
DESIGN
2306.1 Allowable stress design.
The structural analysis and construction of wood elements
in structures using allowable stress design shall be in accordance
with the following applicable standards:
American Forest & Paper
Association.
NDS
National Design Specification for Wood Construction
American Institute of Timber
Construction.
AITC 104
Typical Construction Details
AITC 110
Standard Appearance Grades for Structural Glued Laminated
Timber
AITC 113
Standard for Dimensions of Structural Glued Laminated Timber
AITC 117
Standard Specifications for Structural Glued Laminated Timber
of Softwood Species
AITC 119
Structural Standard Specifications for Glued Laminated Timber
of Hardwood Species
AITC A190.1
Structural Glued Laminated Timber
AITC 200
Inspection Manual
American Society of Agricultural
Engineers.
ASAE EP 484.2 Diaphragm
Design of Metal -Clad, Post-Frame Rectangular Buildings
ASAE EP 486.1 Shallow Post
Foundation Design
ASAE 559
Design Requirements and Bending Properties for Mechanically
Laminated Columns
APA— The
Engineered Wood Association.
Panel Design Specification
Plywood Design Specification
Supplement 1 -
Design & Fabrication
of Plywood Curved Panel
Plywood Design Specification
Supplement 2 -
Design & Fabrication
of Glued Plywood-Lumber Beams
Plywood Design Specification
Supplement 3 -
Design & Fabrication
of Plywood Stressed-Skin Panels
Plywood Design Specification
Supplement 4 -
Design & Fabrication
of Plywood Sandwich Panels
Plywood Design Specification
Supplement 5 -
Design & Fabrication
of All-Plywood Beams
EWS T300
Glulam Connection Details
EWS S560
Field Notching and Drilling of Glued Laminated Timber Beams
EWS S475
Glued Laminated Beam Design Tables
EWS X450
Glulam in Residential Construction
EWS X440
Product and Application Guide: Glulam
EWS R540
Builders Tips: Proper Storage and Handling of Glulam Beams
Truss Plate Institute, Inc.
TPI 1
National Design Standard for Metal Plate Connected Wood Truss
Construction
2306.1.1 Joists and rafters.
The design of rafter spans is permitted to be in accordance
with the AF&PA Span Tables for Joists and Rafters.
2306.1.2 Plank and beam flooring.
The design of plank and beam flooring is permitted to be in
accordance with the AF&PA Wood Construction Data No. 4.
2306.1.3 Treated wood stress
adjustments. The allowable unit stresses for preservative-treated
wood need no adjustment for treatment, but are subject to
other adjustments. The allowable unit stresses for fire-retardant-treated
wood, including fastener values, shall be developed from an
approved method of investigation that considers the effects
of anticipated temperature and humidity to which the fire-retardant-treated
wood will be subjected, the type of treatment and the redrying
process. Other adjustments are applicable except that the
impact load duration shall not apply.
2306.1.4 Lumber decking.
The capacity of lumber decking arranged according to the patterns
described in Section 2304.8.2 shall
be the lesser of the capacities determined for flexure and
deflection according to the formulas in Table
2306.1.4.
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