| 10″ Ø - 8 (1″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
579 576 psi |
3 996 MPa |
| Moment of Inertia, I |
491 in4 |
0.000205 m4 |
| Stiffness, EI |
2.84E 08 lb-in2 |
817 kN-m2 |
| Maximum Yield Stress in Bending |
5 431 psi |
37.4 MPa |
| Weight |
25 lbs/ft to 30 lbs/ft |
37 kg/m to 45 kg/m |
| Specific Gravity |
0.72-0.88 |
0.72-0.88 |
| Compressive Modulus, Ec |
293 080 psi |
2 021 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 |
8 |
8 |
| Last Updated: 08.10.04 |
|---|
| 10″ Ø - 8 (1.25″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
798 371 psi |
5 505 MPa |
| Moment of Inertia, I |
491 in4 |
0.000205 m4 |
| Stiffness, EI |
3.92E 08 lb-in2 |
1 125 kN-m2 |
| Maximum Yield Stress in Bending |
7 482 psi |
51.6 MPa |
| Weight |
26 lbs/ft to 32 lbs/ft |
39 kg/m to 48 kg/m |
| Specific Gravity |
0.77-0.94 |
0.77-0.94 |
| Compressive Modulus, Ec |
401 580 psi |
2 769 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 |
8 |
8 |
| Last Updated: 08.10.04 |
|---|
| 10″ Ø - 8 (1.375″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
930 443 psi |
6 415 MPa |
| Moment of Inertia, I |
491 in4 |
0.000205 m4 |
| Stiffness, EI |
4.57E 08 lb-in2 |
1 311 kN-m2 |
| Maximum Yield Stress in Bending |
8 720 psi |
60.1 MPa |
| Weight |
27 lbs/ft to 33 lbs/ft |
40 kg/m to 49 kg/m |
| Specific Gravity |
0.80-0.98 |
0.80-0.98 |
| Compressive Modulus, Ec |
466 530 psi |
3 217 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 |
8 |
8 |
| Last Updated: 08.10.04 |
|---|
| 10″ Ø - 8 (1.5″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
1 070 886 psi |
7 384 MPa |
| Moment of Inertia, I |
491 in4 |
0.000205 m4 |
| Stiffness, EI |
5.26E 08 lb-in2 |
1 509 kN-m2 |
| Maximum Yield Stress in Bending |
10 036 psi |
69.2 MPa |
| Weight |
28 lbs/ft to 35 lbs/ft |
42 kg/m to 51 kg/m |
| Specific Gravity |
0.83-1.01 |
0.83-1.01 |
| Compressive Modulus, Ec |
535 080 psi |
3 689 MPa |
Distance from Outer Surface
to Reinforcing Elements |
0.75 in |
19 mm |
| Reinforcing Element Diameter |
1.50 in |
38 mm |
| Number of Reinforcing Elements |
8 |
8 |
| Last Updated: 08.10.04 |
|---|
| 10″ Ø - 8 (1.625″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
1 219 001 psi |
8 405 MPa |
| Moment of Inertia, I |
491 in4 |
0.000205 m4 |
| Stiffness, EI |
5.98E 08 lb-in2 |
1 718 kN-m2 |
| Maximum Yield Stress in Bending |
11 424 psi |
78.8 MPa |
| Weight |
29 lbs/ft to 36 lbs/ft |
44 kg/m to 53 kg/m |
| Specific Gravity |
0.86-1.06 |
0.86-1.06 |
| Compressive Modulus, Ec |
606 780 psi |
4 184 MPa |
Distance from Outer Surface
to Reinforcing Elements |
0.69 in |
17 mm |
| Reinforcing Element Diameter |
1.63 in |
41 mm |
| Number of Reinforcing Elements |
8 |
8 |
| Last Updated: 08.10.04 |
|---|
|
|
