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

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0.01-inch Crack D-Load 3000<br />

Ultimate Strength D-Load 3750<br />

Internal<br />

Diameter Wall<br />

<strong>of</strong> Pipe<br />

(in)<br />

Thickness<br />

(in)<br />

Circular Reinforcement<br />

in Circular Pipe<br />

Inner Cage<br />

(in 2 /ft <strong>of</strong><br />

pipe)<br />

Outer Cage<br />

(in 2 /ft <strong>of</strong> pipe)<br />

TABLE 706.02-4<br />

S-Stirrups<br />

Minimum Area<br />

Per Support<br />

Element<br />

(in 2 )<br />

709<br />

Number<br />

<strong>of</strong> Lines [1]<br />

Circumferential Minimum<br />

Longitudinal Spacing on Amplitude<br />

Spacing Inner Cage<br />

(in) (in)<br />

[2]<br />

<strong>of</strong> Stirrups<br />

(in)<br />

Concrete Strength 6000 psi<br />

6 1 3/4 0.07 --<br />

8 1 3/4 0.07 --<br />

10 1 3/4 0.07 --<br />

54 5 1/2 0.86 0.62<br />

60 6 0.95 0.68<br />

Concrete Strength 5000 psi<br />

54 5 1/2 0.64 0.48 0.029 15 2 2 1/8 2 5/8<br />

60 6 0.70 0.53 0.029 14 2 2 5/8 3 1/8<br />

66 6 1/2 0.79 0.59 0.029 13 2 3 1/8 3 5/8<br />

72 7 0.87 0.66 0.029 12 2 3 5/8 4 1/8<br />

78 7 1/2 0.92 0.69 0.031 11 2 4 1/8 4 5/8<br />

84 8 0.99 0.74 0.034 11 2 4 5/8 5 1/8<br />

90 8 1.13 0.85 0.041 11 2 4 5/8 5 1/8<br />

96 8 1/2 1.20 0.90 0.045 11 2 5 1/8 5 5/8<br />

102 8 1/2 1.34 1.00 0.053 11 2 5 1/8 5 5/8<br />

108 9 1.51 1.13 0.063 11 2 5 5/8 6 1/8<br />

114 9 1/2 1.51 1.13 0.064 11 2 6 1/8 6 5/8<br />

120 10 1.62 1.21 0.068 11 2 6 1/2 7 1/8<br />

126 10 1/2 1.73 1.30 0.072 11 2 6 7/8 7 5/8<br />

132 11 1.84 1.38 0.076 11 2 7 1/4 8 1/8<br />

144 12 2.09 1.57 0.085 11 2 8 9 1/8<br />

[1] Refer to Footnote for Table 706.02-2.<br />

[2] Refer to Footnote for Table 706.02-2.<br />

706.02

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