ASTM D 3737—08 Practice for Establishing Allowable Properties for Structural Glued Laminated Timber (Glulam) (PDF Download)
PURCHASE THE PDF DOWNLOAD VERSION AND GET IMMEDIATE ACCESS!!! This convenient option is a searchable PDF download that requires a PDF Reader. This option is mobile friendly and compatible with all devices, including mobile tablets and smart phones. The PDF Download is licensed per individual in which the individual can place on up to four electronic devices for their personal use. Distribution of the PDF is not permitted. For a volume license the PDF is licensed to the person in which it is assigned. Use on a local area network or other network is not permitted.
ALL PDF DOWNLOAD SALES ARE FINAL.
For ICC certification examination rules related to exam reference materials review Test Site Regulations
This practice details the standard procedures for establishing the allowable properties for structural glued laminated timber (glulam). Allowable properties include: stress indexes; stress modification factors associated with slop of grain; stresses for bending, tension and compression parallel to the grain; horizontal shear; compression perpendicular to the grain; radial tension and compression stresses in curved members; grade adjustment factors; modulus of elasticity; and modulus of rigidity. This practice is limited to the calculation of allowable properties subject to the given procedures for the selection and arrangement of grades of lumber of the species considered. It does not cover the requirements for production, inspection and certification, but in order to justify the allowable properties developed using procedures in this practice, manufacturers must conform to recognized manufacturing standards.
This standard is referenced in the 2012 International Building Code® and the International Residential Code®.
Description: | This practice details the standard procedures for establishing the allowable properties for structural glued laminated timber (glulam). Allowable properties include: stress indexes; stress modification factors associated with slop of grain; stresses for bending, tension and compression parallel to the grain; horizontal shear; compression perpendicular to the grain; radial tension and compression stresses in curved members; grade adjustment factors; modulus of elasticity; and modulus of rigidity. This practice is limited to the calculation of allowable properties subject to the given procedures for the selection and arrangement of grades of lumber of the species considered. It does not cover the requirements for production, inspection and certification, but in order to justify the allowable properties developed using procedures in this practice, manufacturers must conform to recognized manufacturing standards. This standard is referenced in the 2012 International Building Code® and the International Residential Code®. |
---|---|
Pages | 28 |
Code Year | 2012 |
Publisher | ASTM International |
Language | English |