| 16″ Ø - 16 (1″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
622 142 psi |
4 290 MPa |
| Moment of Inertia, I |
3 217 in4 |
0.001340 m4 |
| Stiffness, EI |
2.00E 09 lb-in2 |
5 746 kN-m2 |
| Maximum Yield Stress in Bending |
4 928 psi |
34 MPa |
| Weight |
61 lbs/ft to 74 lbs/ft |
90 kg/m to 111 kg/m |
| Specific Gravity |
0.70-0.85 |
0.70-0.85 |
| Compressive Modulus, Ec |
220 515 psi |
1 520 MPa |
Distance from Outer Surface
to Reinforcing Elements |
0.88 in |
22 mm |
| Reinforcing Element Diameter |
1.00 in |
25 mm |
| Number of Reinforcing Elements |
16 |
16 |
| Last Updated: 08.10.04 |
|---|
| 16″ Ø - 16 (1.25″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
856 541 psi |
5 906 MPa |
| Moment of Inertia, I |
3 217 in4 |
0.001340 m4 |
| Stiffness, EI |
2.76E 09 lb-in2 |
7 911 kN-m2 |
| Maximum Yield Stress in Bending |
6 785 psi |
46.8 MPa |
| Weight |
64 lbs/ft to 78 lbs/ft |
95 kg/m to 117 kg/m |
| Specific Gravity |
0.74-0.90 |
0.74-0.90 |
| Compressive Modulus, Ec |
305 280 psi |
2 105 MPa |
Distance from Outer Surface
to Reinforcing Elements |
0.75 in |
19 mm |
| Reinforcing Element Diameter |
1.25 in |
32 mm |
| Number of Reinforcing Elements |
16 |
16 |
| Last Updated: 08.10.04 |
|---|
| 16″ Ø - 16 (1.375″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
997 190 psi |
6 876 MPa |
| Moment of Inertia, I |
3 217 in4 |
0.001340 m4 |
| Stiffness, EI |
3.21E 09 lb-in2 |
9 210 kN-m2 |
| Maximum Yield Stress in Bending |
7 899 psi |
54.5 MPa |
| Weight |
66lbs/ft to 81 lbs/ft |
98 kg/m to 120 kg/m |
| Specific Gravity |
0.76-0.93 |
0.76-0.93 |
| Compressive Modulus, Ec |
356 022 psi |
2 455 MPa |
Distance from Outer Surface
to Reinforcing Elements |
0.69 in |
17 mm |
| Reinforcing Element Diameter |
1.38 in |
35 mm |
| Number of Reinforcing Elements |
16 |
16 |
| Last Updated: 08.10.04 |
|---|
| 16″ Ø - 16 (1.5″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
1 145 957 psi |
7 901 MPa |
| Moment of Inertia, I |
3 217 in4 |
0.001340 m4 |
| Stiffness, EI |
3.69E 09 lb-in2 |
10 584 kN-m2 |
| Maximum Yield Stress in Bending |
9 078 psi |
62.6 MPa |
| Weight |
68 lbs/ft to 83 lbs/ft |
101 kg/m to 124 kg/m |
| Specific Gravity |
0.78-0.96 |
0.78-0.96 |
| Compressive Modulus, Ec |
409 577 psi |
2 824 MPa |
Distance from Outer Surface
to Reinforcing Elements |
0.63 in |
16 mm |
| Reinforcing Element Diameter |
1.50 in |
38 mm |
| Number of Reinforcing Elements |
16 |
16 |
| Last Updated: 08.10.04 |
|---|
| 16″ Ø - 16 (1.625″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
1 301 931 psi |
8 977 MPa |
| Moment of Inertia, I |
3 217 in4 |
0.001340 m4 |
| Stiffness, EI |
4.19E 09 lb-in2 |
12 025 kN-m2 |
| Maximum Yield Stress in Bending |
10 313 psi |
71.1 MPa |
| Weight |
70 lbs/ft to 86 lbs/ft |
105 kg/m to 128 kg/m |
| Specific Gravity |
0.81-0.99 |
0.81-0.99 |
| Compressive Modulus, Ec |
465 593 psi |
3 210 MPa |
Distance from Outer Surface
to Reinforcing Elements |
0.56 in |
14 mm |
| Reinforcing Element Diameter |
1.63 in |
41 mm |
| Number of Reinforcing Elements |
16 |
16 |
| Last Updated: 08.10.04 |
|---|
| 16″ Ø - 16 (1.75″) rebar |
| |
English |
Metric |
 |
| Modulus of Elasticity, E |
1 464 204 psi |
10 096 MPa |
| Moment of Inertia, I |
3 217 in4 |
0.001340 m4 |
| Stiffness, EI |
4.71E 09 lb-in2 |
13 524 kN-m2 |
| Maximum Yield Stress in Bending |
11 599 psi |
80 MPa |
| Weight |
73 lbs/ft to 89 lbs/ft |
108 kg/m to 132 kg/m |
| Specific Gravity |
0.84-1.02 |
0.84-1.02 |
| Compressive Modulus, Ec |
523 718 psi |
3 611 MPa |
Distance from Outer Surface
to Reinforcing Elements |
0.50 in |
13 mm |
| Reinforcing Element Diameter |
1.75 in |
44 mm |
| Number of Reinforcing Elements |
16 |
16 |
| Last Updated: 08.10.04 |
|---|
|
|
