LOAD CAPACITY OF ROW OF SHEAR PLATE CONNECTORS

Based on 69 tests, recommendations are made for immediate revision to design standards and necessary additional research on timber connectors. Tensile strengths perpendicular to the glueline are reported and compared with tests. A finite element stress analysis on single connector joints is used to investigate the effect of varying end distances.

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Filing Info

  • Accession Number: 00386499
  • Record Type: Publication
  • Source Agency: Engineering Index
  • Files: TRIS
  • Created Date: Jul 30 1984 12:00AM