Deformed Bar/ Beton Ulir – According to JIS 3112
Code |
Diameter ( mm ) |
Weight ( kg / m ) |
Cross Section Luas Penampang |
h Tinggi Sirip |
p Jarak Sirip |
b Lebar Rusuk |
||
|
Nominal |
Tolerance |
Nominal |
Tolerance |
( mm 2 ) |
( mm ) |
( mm ) |
( mm ) |
DB – 10 |
10 |
± 0.4 |
0.617 |
6% |
78.5 |
0.5 |
7.0 max |
7.9 max |
DB – 13 |
13 |
± 0.4 |
1.042 |
6% |
132.7 |
0.7 |
9.1 max |
10.2 max |
DB – 16 |
16 |
± 0.5 |
1.578 |
5% |
201.1 |
0.8 |
11.2 max |
12.6 max |
DB – 19 |
19 |
± 0.5 |
2.226 |
5% |
283.5 |
1.0 |
13.3 max |
14.9 max |
DB – 22 |
22 |
± 0.5 |
2.984 |
5% |
380.1 |
1.1 |
15.4 max |
17.3 max |
DB – 25 |
25 |
± 0.5 |
3.853 |
5% |
490.9 |
1.3 |
17.5 max |
19.7 max |
DB – 29 |
29 |
± 0.6 |
5.185 |
4% |
662.5 |
1.4 |
20.3 max |
22.8 max |
DB – 32 |
32 |
± 0.6 |
6.313 |
4% |
804.2 |
1.6 |
22.4 max |
25.1 max |
Mechanical Properties/ Sifat Mekanis
Type |
Symbol of |
Batas ulur Yield point |
Kuat Tarik Tensile point |
Regang Elongation |
Bendability ( Uji Lengkung ) |
|
|
Grade |
( min N/mm2 ) |
( min N/mm2 ) |
( % min ) |
Angle |
Radius |
Deformed |
SD 35 |
345 |
490 |
18 |
1800 |
4 x d |
Deformed |
SD 40 |
390 |
560 |
16 |
1800 |
5 x d |