| 13″ Ø - 8 (1″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
468 556 psi |
3 231 MPa |
| Moment of Inertia, I |
1 402 in4 |
0.000584 m4 |
| Stiffness, EI |
6.57E 08 lb-in2 |
1 886 kN-m2 |
| Maximum Yield Stress in Bending |
3 842 psi |
26.5 MPa |
| Weight |
39 lbs/ft to 48 lbs/ft |
59 kg/m to 72 kg/m |
| Specific Gravity |
0.68-0.84 |
0.68-0.84 |
| Compressive Modulus, Ec |
172 292 psi |
1 188 MPa |
Distance from Outer Surface
to Reinforcing Elements |
0.80 in |
20 mm |
| Reinforcing Element Diameter |
1.00 in |
25 mm |
| Number of Reinforcing Elements |
8 |
8 |
| Last Updated: 08.10.04 |
|---|
| 13″ Ø - 8 (1.25″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
635 059 psi |
4 379 MPa |
| Moment of Inertia, I |
1 402 in4 |
0.000584 m4 |
| Stiffness, EI |
8.90E 08 lb-in2 |
2 556 kN-m2 |
| Maximum Yield Stress in Bending |
5 207 psi |
35.9 MPa |
| Weight |
41 lbs/ft to 50 lbs/ft |
61 kg/m to 75 kg/m |
| Specific Gravity |
0.71-0.87 |
0.71-0.87 |
| Compressive Modulus, Ec |
236 493 psi |
1 631 MPa |
Distance from Outer Surface
to Reinforcing Elements |
0.68 in |
17 mm |
| Reinforcing Element Diameter |
1.25 in |
32 mm |
| Number of Reinforcing Elements |
8 |
8 |
| Last Updated: 08.10.04 |
|---|
| 13″ Ø - 8 (1.375″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
735 115 psi |
4 379 MPa |
| Moment of Inertia, I |
1 402 in4 |
0.000584 m4 |
| Stiffness, EI |
1.03E 09 lb-in2 |
2 959 kN-m2 |
| Maximum Yield Stress in Bending |
6 028 psi |
41.6 MPa |
| Weight |
42 lbs/ft to 51 lbs/ft |
62 kg/m to 76 kg/m |
| Specific Gravity |
0.73-0.89 |
0.73-0.89 |
| Compressive Modulus, Ec |
274 925 psi |
1 896 MPa |
Distance from Outer Surface
to Reinforcing Elements |
0.61 in |
16 mm |
| Reinforcing Element Diameter |
1.38 in |
35 mm |
| Number of Reinforcing Elements |
8 |
8 |
| Last Updated: 08.10.04 |
|---|
|
