2010 Construction and Material Specifications - Ohio Department of ...

706.02
0.01-inch Crack D-Load 2000
Ultimate Strength D-Load 3000
Concrete Strength 5000 psi
Internal
Diameter
of Pipe
(in)
Wall
Thickness
(in)
Circular Reinforcement
in Circular Pipe
Inner
Cage
(in 2 /ft of
pipe)
Outer Cage
(in 2 /ft of pipe)
TABLE 706.02-3
S-Stirrups
Minimum Area
Per Support
Element
(in 2 Number
) of Lines [1]
708
Longitudinal
Spacing
(in)
Circumferential
Spacing on
Inner Cage
(in)
Minimum
Amplitude [2]
of Stirrups
(in)
78 7 1/2 0.69 0.52 0.029 11 2 4 1/8 4 5/8
84 8 0.74 0.56 0.029 11 2 4 5/8 5 1/8
90 8 0.85 0.63 0.031 11 2 4 5/8 5 1/8
96 8 1/2 0.91 0.69 0.034 11 2 5 1/8 5 5/8
102 8 1/2 1.02 0.77 0.041 12 2 5 1/8 5 5/8
108 9 1.07 0.80 0.045 11 2 5 5/8 6 1/8
114 9 1/2 1.02 0.77 0.048 11 2 6 1/8 6 5/8
120 10 1.10 0.82 0.051 11 2 6 1/2 7 1/8
126 10 1/2 1.17 0.88 0.055 11 2 6 7/8 7 5/8
132 11 1.25 0.94 0.058 11 2 7 1/4 8 1/8
144 12 1.42 1.07 0.065 11 2 8 9 1/8
[1] Refer to Footnote for Table 706.02-2.
[2] Refer to Footnote for Table 706.02-2.
0.3 mm Crack D-Load 100
Ultimate Strength D-Load 150
Concrete Strength 34.5 MPa
Internal
Diameter
of Pipe
(mm)
Wall
Thickness
(mm)
Circular Reinforcement
in Circular Pipe
Inner Cage
(cm 2 Outer Cage
/m of pipe) (cm 2 /m of pipe)
TABLE 706.02-3M
S-Stirrups
Minimum
Area
Per Support
Element
(mm 2 )
Number
of
Lines [1]
Longitudinal
Spacing
(mm)
Circumferential
Spacing on
Inner Cage
(mm)
Minimum
Amplitude [2]
of Stirrups
(mm)
1950 188 14.6 11.0 19 11 50 105 117
2100 200 15.7 11.9 19 11 50 117 130
2250 200 18.0 13.3 20 11 50 117 130
2400 213 19.3 14.6 22 11 50 130 143
2550 213 21.6 16.3 26 12 50 130 143
2700 225 22.6 16.9 29 11 50 143 156
2850 238 21.6 16.3 31 11 50 156 168
3000 250 22.3 17.4 33 11 50 165 181
3150 263 24.8 18.6 35 11 50 175 194
3300 275 26.5 19.9 37 11 50 184 206
3600 300 30.1 22.6 42 11 50 203 232
[1] Refer to Footnote for Table 706.02-2M.
[2] Refer to Footnote for Table 706.02-2M.