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Lightweight Concrete for High Strength - Expanded Shale & Clay

Lightweight Concrete for High Strength - Expanded Shale & Clay

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2” End Cover (Typ both ends)<br />

4 Spaces @ 2” (Typ both ends)<br />

5 each # 3 “doghouse” bars spaced at 12” (Typ both ends)<br />

18’ – 9”<br />

33 spaces<br />

(7” max spacing)<br />

8’ – 0”<br />

4 spaces<br />

(24” max spacing)<br />

10’ – 7”<br />

37 spaces<br />

(3-1/2” max spacing)<br />

5-4<br />

Figure 5.2 Girder Layout A<br />

Stirrup Detail<br />

7”<br />

# 4<br />

43-3/4”<br />

39’ – 0”<br />

AASHTO Type II<br />

f c ' = 8,000 psi (10,000 psi) (75% of f c ’ at Release)<br />

Strand = 0.6” 270 ksi LOLAX pulled to 75% of f pu<br />

Strand Spacing = 2”<br />

Distance From Bottom to 1 st Row of Strands = 3.0”<br />

Distance From Bottom to TOP Row of Strands = 33.5”<br />

Stirrup (# 4 Bars) Spacing Shown Above<br />

Total Stirrups = 186 (2 at each location)<br />

Total Doghouse Bars = 10<br />

Beam top surface to be intentionally roughened (raked)<br />

8-1/2”<br />

5-4

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