LIMIT-STATE DESIGN OF PRESTRESSED CONCRETE VOLUME 1- THE DESIGN OF THE SECTION

THIS BOOK CONCENTRATES ON THE PRACTICAL DESIGN OF PRESTRESSED CONCRETE AND CONSIDERS THE FOLLOWING ASPECTS: MATERIALS (CONCRETE AND STEELS), PRESTRESSING EQUIPMENT AND EQUIPMENT FOR POST-TENSIONING, CALCULATION OF CABLE LOSSES, SIMPLE EXAMPLES OF BENDING CALCULATIONS (RECTANGULAR BEAMS WITH CABLES OF SINGLE CURVATURE), DESIGN OF A BEAM OF ANY CROSS-SECTION USING STRENGTH-OF-MATERIALS FORMULAE, WHERE PERMANENT LOADING CAN BE COUNTERACTED (SPAN LESS THAN THE CRITICAL SPAN), CENTER OF COMPRESSION, DISPLACEMENTS OF THE CENTER OF COMPRESSION, LIMIT CORE-LINES OF THRUST, LIMIT STATE-SECTION EFFICIENCY, DESIGN OF A SECTION OF ANY SHAPE, CASE IN WHICH THE PERMANENT LOADS CANNOT BE COMPENSATED (SPAN GREATER THAN THE CRITICAL SPAN), SAFETY IN BENDING OF STATICALLY-DETERMINATE BEAMS, PERMISSIBLE STRESSES-LIMIT STATES, DESIGN OF SECTIONS ON THE BASIS OF FAILURE AND LIMIT STATE CALCULATIONS, AND REINFORCED PRESTRESSED CONCRETE (CLASS 111). /TRRL/

  • Corporate Authors:

    Applied Science Publisher /UK

    ,    
  • Authors:
    • GUYON, Y
  • Publication Date: 1972

Language

  • English

Media Info

  • Features: Figures; References; Tables;
  • Pagination: 510 p.

Subject/Index Terms

Filing Info

  • Accession Number: 00206163
  • Record Type: Publication
  • Source Agency: Transport and Road Research Laboratory (TRRL)
  • Report/Paper Numbers: Textbook
  • Files: TRIS
  • Created Date: Oct 9 1973 12:00AM