Simplified Design for Two-Way Slabs - Simplified Design of Reinforced Concrete Buildings - page 128

7. Reinforcement details are shown in Figs. 4-19, 4-20, and 4-22. Bar lengths are determined directly from
Fig. 8-6. Note that for structural integrity, all bottom bars within the column strip, in each direction must be
continuous or spliced with class B splices. Splices must be located as shown in the figure. At least two of
the column strip bottom bars must pass within the column core and must be anchored at exterior supports.

6'-4" 6'-4"

5'-8"

13-#4

15-#5

7-#4

7-#4

6"

1'-4"

12"

20'-0" 20'-0"

Splices are permitted
in this region

Column Strip

4'-10"

4'-2" 4'-10"

14-#4 14-#4

7-#4 6"

7-#4

7-#4 0"

7-#4

3'-0"

3'-0"

6 "

Middle Strip

Figure 4-19 Reinforcement Details for Flat Plate of Building #2—
Alternate (2) Interior Slab Panel (N-S Direction)