
doi: 10.14359/7246
THE RESULTS OF AN INVESTIGATION OF 12 REINFORCED CONCRETE DEEP BEAMS ARE DESCRIBED IN WHICH THE VARIABLES A/D AND L/D ARE SYSTEMATICALLY VARIED AND OTHER MAJOR VARIABLES ARE KEPT CONSTANT. THE EFFECTS OF CHANGES IN A/D AND L/D ON FAILURE, DIAGONAL CRACKING, STEEL STRAINS AT THE SUPPORTS, MAXIMUM CRACK WIDTHS, AND MIDSPAN DEFLECTIONS ARE SUMMARIZED. CONCLUSIONS ARE PRESENTED BASED ON THE RESULTS OF THE INVESTIGATION. /AUTHOR/
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