| 12″x12″ - 4 (1″) rebar |
| |
axis y-y or x-x |
 |
| English |
Metric |
| Modulus of Elasticity, E |
249 180 psi |
1 718 MPa |
| Moment of Inertia, I |
1 622 in4 |
0.000675 m4 |
| Stiffness, EI |
4.04E 08 lb-in2 |
1 160 kN-m2 |
| Maximum Yield Stress in Bending |
2 706 psi |
18.7 MPa |
| Weight |
40 lbs/ft to 49 lbs/ft |
60 kg/m to 73 kg/m |
| Specific Gravity |
0.66-0.80 |
0.66-0.80 |
| Compressive Modulus, Ec |
112 387psi |
755 MPa |
Distance from Outer Surface
to Reinforcing Elements |
1.88 in |
48 mm |
| Reinforcing Element Diameter |
1.00 in |
25 mm |
| Number of Reinforcing Elements |
4 |
4 |
| Corner Radius |
2.0 in |
51 mm |
| Last Updated: 08.10.04 |
|---|
| 12″x12″ - 4 (1.25″) rebar |
| |
axis y-y or x-x |
 |
| English |
Metric |
| Modulus of Elasticity, E |
319 123 psi |
2 200 MPa |
| Moment of Inertia, I |
1 622 in4 |
0.000675 m4 |
| Stiffness, EI |
5.17E 08 lb-in2 |
1 486 kN-m2 |
| Maximum Yield Stress in Bending |
3 466 psi |
23.9 MPa |
| Weight |
41 lbs/ft to 50 lbs/ft |
61 kg/m to 74 kg/m |
| Specific Gravity |
0.67-0.82 |
0.67-0.82 |
| Compressive Modulus, Ec |
142 698 psi |
984 MPa |
Distance from Outer Surface
to Reinforcing Elements |
1.75 in |
44 mm |
| Reinforcing Element Diameter |
1.25 in |
32 mm |
| Number of Reinforcing Elements |
4 |
4 |
| Corner Radius |
2.0 in |
51 mm |
| Last Updated: 08.10.04 |
|---|
| 12″x12″ - 4 (1.375″) rebar |
| |
axis y-y or x-x |
 |
| English |
Metric |
| Modulus of Elasticity, E |
361 159 psi |
2 490 MPa |
| Moment of Inertia, I |
1 622 in4 |
0.000675 m4 |
| Stiffness, EI |
5.86E 08 lb-in2 |
1 682 kN-m2 |
| Maximum Yield Stress in Bending |
3 923 psi |
27.0 MPa |
| Weight |
41 lbs/ft to 51 lbs/ft |
62 kg/m to 75 kg/m |
| Specific Gravity |
0.68-0.83 |
0.68-0.83 |
| Compressive Modulus, Ec |
160 843 psi |
1 109 MPa |
Distance from Outer Surface
to Reinforcing Elements |
1.69 in |
43 mm |
| Reinforcing Element Diameter |
1.38 in |
35 mm |
| Number of Reinforcing Elements |
4 |
4 |
| Corner Radius |
2.0 in |
51 mm |
| Last Updated: 08.10.04 |
|---|
| 12″x12″ - 4 (1.5″) rebar |
| |
axis y-y or x-x |
 |
| English |
Metric |
| Modulus of Elasticity, E |
405 684 psi |
2 797 MPa |
| Moment of Inertia, I |
1 622 in4 |
0.000675 m4 |
| Stiffness, EI |
6.58E 08 lb-in2 |
1 889 kN-m2 |
| Maximum Yield Stress in Bending |
4 406 psi |
30.4 MPa |
| Weight |
42 lbs/ft to 51 lbs/ft |
62 kg/m to 76 kg/m |
| Specific Gravity |
0.69-0.84 |
0.69-0.84 |
| Compressive Modulus, Ec |
179 994 psi |
1 241 MPa |
Distance from Outer Surface
to Reinforcing Elements |
1.63 in |
41 mm |
| Reinforcing Element Diameter |
1.50 in |
38 mm |
| Number of Reinforcing Elements |
4 |
4 |
| Corner Radius |
2.0 in |
51 mm |
| Last Updated: 08.10.04 |
|---|
| 12″x12″ - 4 (1.625″) rebar |
| |
axis y-y or x-x |
 |
| English |
Metric |
| Modulus of Elasticity, E |
452 439 psi |
3 120 MPa |
| Moment of Inertia, I |
1 622 in4 |
0.000675 m4 |
| Stiffness, EI |
7.34E 08 lb-in2 |
2 107 kN-m2 |
| Maximum Yield Stress in Bending |
4 914 psi |
33.9 MPa |
| Weight |
42 lbs/ft to 52 lbs/ft |
63 kg/m to 77 kg/m |
| Specific Gravity |
0.70-0.85 |
0.70-0.85 |
| Compressive Modulus, Ec |
200 025 psi |
1 319 MPa |
Distance from Outer Surface
to Reinforcing Elements |
1.56 in |
40 mm |
| Reinforcing Element Diameter |
1.63 in |
41 mm |
| Number of Reinforcing Elements |
4 |
4 |
| Corner Radius |
2.0 in |
51 mm |
| Last Updated: 08.10.04 |
|---|
|
