| 10″ Ø - 6 (1″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
458 796 psi |
3 163 MPa |
| Moment of Inertia, I |
491 in4 |
0.000205 m4 |
| Stiffness, EI |
2.25E 08 lb-in2 |
647 kN-m2 |
| Maximum Yield Stress in Bending |
4 300 psi |
29.6 MPa |
| Weight |
24 lbs/ft to 29 lbs/ft |
36 kg/m to 43 kg/m |
| Specific Gravity |
0.70-0.86 |
0.70-0.86 |
| Compressive Modulus, Ec |
232 080 psi |
1 600 MPa |
Distance from Outer Surface
to Reinforcing Elements |
1.00 in |
25 mm |
| Reinforcing Element Diameter |
1.00 in |
25 mm |
| Number of Reinforcing Elements |
6 |
6 |
| Last Updated: 08.10.04 |
|---|
| 10″ Ø - 6 (1.25″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
622 892 psi |
4 295 MPa |
| Moment of Inertia, I |
491 in4 |
0.000205 m4 |
| Stiffness, EI |
3.06E 08 lb-in2 |
878 kN-m2 |
| Maximum Yield Stress in Bending |
5 837 psi |
40.2 MPa |
| Weight |
25 lbs/ft to 31 lbs/ft |
37 kg/m to 46 kg/m |
| Specific Gravity |
0.74-0.90 |
0.74-0.90 |
| Compressive Modulus, Ec |
313 455 psi |
2 161 MPa |
Distance from Outer Surface
to Reinforcing Elements |
0.88 in |
22 mm |
| Reinforcing Element Diameter |
1.25 in |
32 mm |
| Number of Reinforcing Elements |
6 |
6 |
| Last Updated: 08.10.04 |
|---|
| 10″ Ø - 6 (1.375″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
721 946 psi |
4 978 MPa |
| Moment of Inertia, I |
491 in4 |
0.000205 m4 |
| Stiffness, EI |
3.54E 08 lb-in2 |
1 017 kN-m2 |
| Maximum Yield Stress in Bending |
6 766 psi |
46.6 MPa |
| Weight |
26 lbs/ft to 32 lbs/ft |
38 kg/m to 47 kg/m |
| Specific Gravity |
0.76-0.93 |
0.76-0.93 |
| Compressive Modulus, Ec |
362 168 psi |
2 497 MPa |
Distance from Outer Surface
to Reinforcing Elements |
0.81 in |
21 mm |
| Reinforcing Element Diameter |
1.38 in |
35 mm |
| Number of Reinforcing Elements |
6 |
6 |
| Last Updated: 08.10.04 |
|---|
|
