Research Article

FEASIBILITY OF USING METAL PLATE CONNECTED TIMBERSTRAND LSL JOINTS IN THE TRUSS FABRICATION INDUSTRY

Volume: 18 Number: 1 April 20, 2016
EN

FEASIBILITY OF USING METAL PLATE CONNECTED TIMBERSTRAND LSL JOINTS IN THE TRUSS FABRICATION INDUSTRY

Abstract

Metal plate connectors enhance the load transfer by increasing the bearing area between wood member and the fastener. Because of having many advantages, metal plate connected (MPC) wood trusses have been widely used for over 50 years in many building applications especially in prefabricated homes. In this study, the possibility of using Timberstrand® laminated strand lumber (LSL) as a raw material was investigated. The behavior and the performance of metal plate connected Timberstrand connections loaded perpendicular to the grain in tension and shear at 0o, 45o and 90o orientations has been examined in accordance with ANSI TPI 1995 standards. According to the test results, Timberstrand joints performed better than solid southern pine joints in both tension (51%) and shear (10%) loading. This means that Timberstrand LSL has a very good potential for use in the truss fabrication industry.

Keywords

References

  1. o ASTM D-1751-88, 1988. American Society for Testing and Materials Philadelphia, PA. Standard Test Methods for Mechanical Fasteners in Wood.
  2. o ANSI/TPI 1-1995, 1995. Design Specifications for Metal Plate Connected Wood Trusses.
  3. o Beamchek 1999. Structural Composite Lumber Values, http://www.beamchek.com/SCLvalues.htm (12/03/2016)
  4. o BOCA 1997. (Building Officials Code Administrators) Research Report of Alpine Wave Plate. 1997-4.
  5. o Denizli-Tankut, N., Smith, L. A., Smith, W. B., Tankut, A. N. 2004. Physical And Mechanical Properties of Laminated Strand Lumber Treated With Fire Retardant. Forest Products Journal, 54(6), 63-70.
  6. o Emerson, R. N., Fridley, K. J. 1996. Resistance of Metal Plate Connected Truss Joints to Dynamic Loading. Forest Products Journal, 46(5),83-90.
  7. o Foschi, R. O. 1977. Truss Plate Connections. Canadian Journal of Civil Engineering, 4(3),353-362
  8. o Gebremedhin, K. G., Jorgensen, M. C., Woelfel, C. B. 1992. Load-SIip Characteristics of Metal Plate Connected Wood Joints Tested in Tension and Shear. Wood and Fiber Science, 24(2),118-132.

Details

Primary Language

Turkish

Subjects

-

Journal Section

Research Article

Authors

Saadettin Onat
BARTIN ÜNİVERSİTESİ
Türkiye

Publication Date

April 20, 2016

Submission Date

March 23, 2016

Acceptance Date

-

Published in Issue

Year 2016 Volume: 18 Number: 1

APA
Onat, S. (2016). FEASIBILITY OF USING METAL PLATE CONNECTED TIMBERSTRAND LSL JOINTS IN THE TRUSS FABRICATION INDUSTRY. Bartın Orman Fakültesi Dergisi, 18(1), 1-12. https://izlik.org/JA23TP85FN

 

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