COLUMNS UNDER FLEXURE-WORKING STRESS DESIGN
APPROXIMATE EQUATIONS FOR THE WORKING STRESS DESIGN OF COMMON COLUMN SECTIONS SUBJECT TO FLEXURE, BOTH FOR TENSION AND COMPRESSION CONTROL, ARE PRESENTED FOR USE BY DESIGNERS WHO PREFER FORMULAS TO CHARTS AND TABLES. THESE EQUATIONS MAY BE USED IN DESIGN LIKE THE CORRESPONDING SEMIEMPIRICAL FORMULAS GIVEN IN THE ACI CODE FOR ULTIMATE STRENGTH DESIGN. THEY ARE ABOUT AS ACCURATE AS THE FAMILIAR FLEXURAL FORMULA. /AUTHOR/
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Supplemental Notes:
- Vol 64, No 4, PP 196-201, 1 FIG, 3 TAB, 3 REF
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Authors:
- Abolitz, A L
- Publication Date: 1967-4
Media Info
Subject/Index Terms
- TRT Terms: Bending; Columns; Compression; Equations; Flexural strength; Reinforced concrete; Stresses; Structural design; Tension
- Subject Areas: Bridges and other structures; Highways;
Filing Info
- Accession Number: 00208321
- Record Type: Publication
- Files: TRIS
- Created Date: Jun 22 1994 12:00AM