CRITICAL STEEL RATIOS IN THE LIMIT DESIGN OF TWO-WAY REINFORCED CONCRETE SLABS

TESTS ON 15 REINFORCED CONCRETE SLABS WERE CARRIED OUT TO OBTAIN THE CRITICAL VALUES OF THE STEEL RATIOS UP TO WHICH THE YIELD-LINE THEORY MAY BE APPLIED FOR PREDICTING SAFE ULTIMATE LOADS FOR TWO-WAY REINFORCED CONCRETE SLABS. /ACI/

  • Authors:
    • Petcu, V
    • Stanculescu, G
  • Publication Date: 1972-1

Media Info

Subject/Index Terms

Filing Info

  • Accession Number: 00209676
  • Record Type: Publication
  • Files: TRIS
  • Created Date: Jul 9 1972 12:00AM