Long-Term Load Performance of Hardboard I-Beams.

Abstract

Built-up I-beams with hardboard shear webs and laminated-veneer lumber flanges exhibited satisfactory performance when subjected to constant loads for up to 5 years in interior, protected exterior, and controlled cyclic humidity environments. Creep deflection was greatest for beams in the cyclic humidity environment and least for those in the interior environment. For beams loaded at the same stress level in a given environment, deflection was greater for beams made with web material having the lower shear stiffness. Except for 6-foot beams in the cyclic humidity environment, static tests on beams after long-term loading did not reveal any loss in strength or stiffness. (Author)

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Document Details

Document Type
Technical Report
Publication Date
Nov 01, 1983
Accession Number
ADA136091

Entities

People

  • J. D. Mcnatt
  • M. J. Superfesky

Organizations

  • Forest Products Laboratory

Tags

DTIC Thesaurus Topics

  • Box Beams
  • Civil Engineering
  • Elastic Properties
  • Environment
  • Failure Mode And Effect Analysis
  • Materials
  • Modulus Of Elasticity
  • Shear Modulus
  • Shear Properties
  • Shear Strength
  • Shear Stresses
  • Shear Tests
  • Stiffness
  • Structural Components
  • Test And Evaluation
  • Test Methods
  • United States

Fields of Study

  • Engineering

Readers

  • Forest Ecology
  • Materials Science and Engineering.
  • Structural Health Monitoring of Composite Structures.