STRESS ANALYSIS AND DESIGN OF COLUMNS: A GENERAL SOLUTION TO THE COMPRESSION MEMBER PROBLEM
A MATHEMATICAL SOLUTION TO THE GENERAL COMPRESSION MEMBER PROBLEM IS DEVELOPED AND PRESENTED FOR ACTUALLY ANALYZING THE STRESSES RESULTING FROM ALL POSSIBLE COMBINATIONS OF END LOADING CONDITIONS. THESE INCLUDE: FIXED ENDS, RESTRAINED ENDS, EQUAL OR UNEQUAL END MOMENTS, ANGULAR ROTATION OF THE ENDS, AND EQUAL OR UNEQUAL LOADING ECCENTRICITIES. /AUTHOR/
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Supplemental Notes:
- Vol 34, pp 90-127, 20 FIG, 13 TAB, 7 REF, 1 APP. Distribution, posting, or copying of this PDF is strictly prohibited without written permission of the Transportation Research Board of the National Academy of Sciences. Unless otherwise indicated, all materials in this PDF are copyrighted by the National Academy of Sciences. Copyright © National Academy of Sciences. All rights reserved.
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Authors:
- Stephenson, H K
- Publication Date: 1955
Media Info
- Media Type: Digital/other
- Monograph Title: Proceedings of the Thirty-Fourth Annual Meeting of the Highway Research Board, Washington, D.C., January 11-14, 1955
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Serial:
- Highway Research Board Proceedings
- Volume: 34
- Publisher: Highway Research Board
Subject/Index Terms
- TRT Terms: Columns; Mathematical analysis; Structural analysis; Structural supports
- Uncontrolled Terms: Compression members
- Subject Areas: Bridges and other structures; Highways;
Filing Info
- Accession Number: 00209462
- Record Type: Publication
- Files: TRIS, TRB
- Created Date: Jun 5 1972 12:00AM