Design of a two-way slab - Reinforced Concrete with FRP Bars: Mechanics and Design - page 304

Embedment
length

Embedment
length

7'-8" 7'-8" 7'-8" 7'-8"

1'-0" 1'-0"

#4 @ 5” #4 @ 5” #4 @ 5”

L=8'-8" L=16'-6" L=8'-8"

8" (nts)

Section A-A

A-A A-A

#4 @ 5"

#4 @ 5"

14" 14" 14"

24'-0" 24'-0"

8"

Lap splice
length

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length

3/4"

#4 @ 5"

1'-0"

12"

2'-4"

1'-0"

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length

#4 @ 5”

Note:
1. 3/4-inch clear cover for top and bottom reinforcement.

L=26'-2"

#4 @ 5”

L=26'-2"

(b)

(a)

Figure 8.3 (a) Reinforcement layout; (b) typical details.