Evolution of Tensile Design Stresses for Lumber.

Abstract

Until approximately 1965, allowable design stresses for lumber in tension were taken as equal to those assigned for bending. As interest in tensile properties increased, testing machines were designed specifically to stress lumber in tension. Research results that accumulated on tensile tests of full-size lumber suggested lower design stresses for tension than for bending for both machine stress rated and visually graded lumber. The latests change for visual grades, based on a review of research data available up to 1977, was a reduction in design tensile stresses that varied by size and grade. (Author)

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Document Details

Document Type
Technical Report
Publication Date
Jan 01, 1979
Accession Number
ADA081162

Entities

People

  • C. C. Gerhards
  • R. L. Ethington
  • William L. Galligan

Organizations

  • Forest Products Laboratory

Tags

Communities of Interest

  • Air Platforms

DTIC Thesaurus Topics

  • Bending Stress
  • Data Sets
  • Engineering
  • Leading Edges
  • Materials
  • Modulus Of Elasticity
  • Nondestructive Testing
  • North America
  • Standards
  • Static Tests
  • Tensile Properties
  • Tensile Strength
  • Tensile Stress
  • Tensile Testing
  • Test And Evaluation
  • Test Methods
  • United States

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  • Forest Ecology
  • Reinforced Composite Materials
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