Some Stress-Grading Criteria and Methods of Grade Selection for Dimension Lumber.

Abstract

The paper demonstrates procedures for selecting machine grades of lumber based on experimental evidence of what can be produced, along with knowledge of required performance in use. It shows as an example that, for 2 by 8 southern pine floor joists, E-grades with a 1/3 edge-knot limitation are nearly ideal if the joists are used on a 24-inch spacing, or with a 1/2 edge-knot limitation if used on a 12-inch spacing. Relations of bending strength, tensile strength, and compressive strength to full-span modulus of elasticity and strength ratio are given. The methods described can be used for any species. (Author)

Document Details

Document Type
Technical Report
Publication Date
Dec 01, 1970
Accession Number
AD0715991

Entities

People

  • R. L. Ethington

Organizations

  • Forest Products Laboratory

Tags

DTIC Thesaurus Topics

  • Compressive Strength
  • Cooperation
  • Elastic Properties
  • Mechanical Properties
  • Modulus Of Elasticity
  • Physical Properties
  • Strength (General)
  • Strength (Mechanics)
  • Tensile Strength
  • Wisconsin

Readers

  • Forest Ecology
  • Reinforced Composite Materials
  • Systems Analysis and Design

Technology Areas

  • Space