Stress distribution due to a negative moment over block supports in a three-span continuous wood laminated beam
Lawrence A. Soltis • 1964 • U.S. Dept. of Agriculture, Forest Service, Forest Products Laboratory
- Author
- Lawrence A. Soltis
- First published
- 1964
- Subjects
- Mechanical properties · Laminated wood · Wooden beams
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Where it came from
Published in 1964 by the United States Department of Agriculture Forest Service's Forest Products Laboratory, this technical report was authored by Lawrence A. Soltis during a period of significant post-war research into structural timber engineering. The work was commissioned to address specific mechanical challenges inherent in large-scale wood construction, specifically how negative moments affect the structural integrity of multi-span continuous laminated beams where they meet block supports.
The report exemplifies the methodical approach of the Forest Products Laboratory, which served as a central hub for wood science research in the mid-20th century. Soltis utilized advanced mathematical modeling and laboratory testing to provide engineers with reliable data for architectural applications, aiming to standardize the use of glued-laminated timber. It remains a foundational, albeit specialized, reference document for timber design engineers studying stress distribution in complex structural configurations.
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About Stress distribution due to a negative moment over block supports in a three-span continuous wood laminated beam
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