CALCULATION OF FLEXURE-SHEAR STRENGTH OF PRESTRESSED CONCRETE BEAMS 02/15/67

FLEXURE-SHEAR STRENGTH CALCULATIONS OF SINGLE-SPAN AND CONTINUOUS PRESTRESSED CONCRETE BEAMS ARE DERIVED MAINLY FROM PROPERTIES OF THE COMPRESSION ZONE OF THE BEAM AND DEFORMATION AND EQUILIBRIUM CONDITIONS. SHEAR CARRIED BY THE COMPRESSION ZONE ESTABLISHES THE EFFECTIVE MOMENT-SHEAR RATIO AT A SECTION. MOMENT REDISTRIBUTION AT FAILURE IS BASED ON THE ULTIMATE STRENGTH OF CRITICAL SECTIONS. THE EQUATIONS DEVELOPED SHOW GOOD AGREEMENT WITH OBSERVED VALUES OF DIFFERENT INVESTIGATORS. /AUTHOR/

• Availability:
  • Find a library where document is available. Order URL: http://worldcat.org/issn/08879672
• Supplemental Notes:
  • Vol 13, No 1, PP 68-85, 11 FIG, 2 TAB, 30 REF
• Authors:
  • Sheikh, M A
  • Depaiva, H A
  • Neville, A M
• Publication Date: 1968-2

Media Info

• Serial:
  • PRECAST/PRESTRESSED CONCRETE INSTITUTE. JOURNAL
  • Publisher: Precast/Prestressed Concrete Institute
  • ISSN: 0887-9672

Subject/Index Terms

• TRT Terms: Beams; Calculation; Compression; Deformation; Engineering moments; Failure; Flexural strength; Prestressed concrete; Prestressing; Shear strength; Ultimate strength
• Uncontrolled Terms: Computation; Moment distribution
• Subject Areas: Bridges and other structures; Highways;

Filing Info

• Accession Number: 00208423
• Record Type: Publication
• Files: TRIS
• Created Date: Mar 18 1994 12:00AM