| 12″x12″ - 0 rebar |
| |
axis y-y or x-x |
 |
| English |
Metric |
| Modulus of Elasticity, E |
93 236 psi
|
643 MPa |
| Moment of Inertia, I |
1 622 in4 |
0.000675 m4 |
| Stiffness, EI |
1.51E 08 lb-in2 |
434 kN-m2 |
| Maximum Yield Stress in Bending |
860 psi |
5.9 MPa |
| Weight |
39 lbs/ft to 47 lbs/ft |
57 kg/m to 70 kg/m |
| Specific Gravity |
0.63-0.78 |
0.63-0.78 |
| Compressive Modulus, Ec |
44 221 psi |
305 MPa |
| Number of Reinforcing Elements |
0 |
0 |
| Corner Radius |
2.0 in |
51 mm |
| Last Updated: 08.10.04 |
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