Design of a one-way slab - Reinforced Concrete with FRP Bars: Mechanics and Design - page 194

Embedment
length

Embedment
length

5´- 4˝ 5´- 4˝ 6´- 4˝ 5´- 4˝ 6´- 4˝ 5´- 4˝

1´- 0˝ 1´- 0˝

#4 @ 6 ˝
(L = 6´- 4˝)

#4 @ 6 ˝
(L = 12´- 10˝)

#4 @ 6 ˝
(L = 12´-10˝)

#4 @ 6 ˝
(L = 6´- 4˝)

8 ˝ (nts)

A-A B-B

14 ˝ 14 ˝ 14 ˝ 14 ˝

17´- 0˝ 20´- 0˝ 17´- 0˝

Lap slice length

Embedment
length

1´- 0˝

1´- 0˝ 2´- 4˝ 2´- 4˝

#4 @ 4 ˝
(L = 18´- 9˝)

#4 @ 4 ˝
(L = 18´- 9˝)

Embedment
length

#4 @ 4 ˝
(L = 22´- 9˝)

Figure 6.2 (a) Reinforcement layout.