| 10″x10″ - 0 rebar |
| |
axis y-y or x-x |
 |
| English |
Metric |
| Modulus of Elasticity, E |
94 610 psi |
652 MPa |
| Moment of Inertia, I |
777 in4 |
0.000323 m4 |
| Stiffness, EI |
7.35E 07 lb-in2 |
211 kN-m2 |
| Maximum Yield Stress in Bending |
860 psi |
5.9 MPa |
| Weight |
27 lbs/ft to 33 lbs/ft |
40 kg/m to 49 kg/m |
| Specific Gravity |
0.64-0.78 |
0.64-0.78 |
| Compressive Modulus, Ec |
45 494 psi |
314 MPa |
| Number of Reinforcing Elements |
0 |
0 |
| Corner Radius |
1.8 in |
44 mm |
| Last Updated: 08.10.04 |
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