Slab top bars shall be bent down into the marginal beams at "a" because of difference in slab bar and beam stirrup spacing not producing proper lap. 180 or 135° Hook Discontinue the use of these types. The out-turned hook on large size stirrups Example of billing double stirrups. BEAM REINFORCEMENT DETAILS (This method eliminates trouble with bar take-off) STIRRUPS 103-D-226 REINFORCEMENT--BEAMS, MINIMUM WEB WIDTHS Fig. 25 Par. 4.23 REINFORCEMENT BEAMS MINIMUM WEB WIDTHS BEAMS WITH OR WITHOUT SPLICES IN HORIZ. PLANE. CASE ONE ROW TWO ROWS -Make width to nearest inch. Preferably to suit lumber. SEE NOTES BELOW. CASE ONE ROW TWO ROWS BEAMS FRAMING INTO COLS. BEAMS FRAMING CLEARANCE NO CLEARANCE -"Min. E-Min. A. B WIDTH=A+2B TABLE BASED ON THESE DIMENSIONS. VARY ODD SPACES REQUIRED FOR BEAMS DIMENSION A. No splices in horizontal plane. NUMBER OF SPACES (NUMBER OF BARS LESS ONE.) t |