| 8"x12" - 0 rebar |
 |
axis y-y |
axis x-x |
| English |
Metric |
English |
Metric |
| Modulus of Elasticity, E |
92 613 psi |
639 MPa |
95 289 psi |
657 MPa |
| Moment of Inertia, I |
447 in4 |
0.000186 m4 |
992 in4 |
0.000413 m4 |
| Stiffness, EI |
4.14E 07 lb-in2 |
119 kN-m2 |
9.45E 07 lb-in2 |
271 kN-m2 |
| Maximum Yield Stress in Bending |
860 psi |
5.9 MPa |
860 psi |
5.9 MPa |
| Weight |
25 lbs/ft to
31 lbs/ft |
37 kg/m to
46 kg/m |
25 lbs/ft |
37 kg/m |
| Specific Gravity |
0.64-0.78 |
0.64-0.78 |
0.64-0.78 |
0.64-0.78 |
| Compressive Modulus, Ec |
45 192 psi |
312 MPa |
45 192 psi |
312 MPa |
| Number of Reinforcing Elements |
0 |
0 |
0 |
0 |
| Corner Radius |
2.5 in |
64 mm |
2.5 in |
64 mm |
| Last Updated: 08.10.04 |
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