Reinforcing bars (armatures)
Steel has the same mechanical properties, the only difference is in labeling, which conforms to national standards.
Wide use in:
- building industry
- reinforced concrete construction
Standard | Steel grade | Size/nominal diameter,mm | Chemical composition | Mechanical properties | |||||||||
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
C max | Mn | Si | P max | S max | Other | Tensile strenght min, N/mm2 | Breaking point min, N/mm2 | Tensile strain%, min | Bending test | ||||
DIN 488-86 | BSt 500S, deformed | 8; 10; 12; 14; 16; 20; 25; 28; 32; {40}1 |
0,22 | 1,40 | 0,35 | 0,050 | 0,050 | Nmax = 0,012 (0,013) C eq max = 0,50*2 (0,52) | 550 | 550 | L = 10Dn | 10 | 90° / 23° rebend |
BS 4449 - 97 | 250, plain | 6; 8; 10; 12; 16; | 0,25 | - | - | 0,060 | 0,060 | Nmax = 0,012 (0,013) C eq max = 0,42*2 (0,45) | 290 | 250 | L = 5Dn | 22 | 180° |
460 B deformed | 8; 10; 12; 16; 20; 25; 32; {40}; | - | - | 0,050 | 0,050 | Nmax = 0,012 (0,013) C eq max = 0,51*2 (0,54) | 495 | 460 | 14 | 45° / 23° rebend | |||
BS 4482 - 2005 | 250, plain | 6; 8; 10; 12; | 0,22 | - | - | 0,050 | 0,050 | Nmax = 0,012 (0,014) C eq max = 0,42*2 (0,44) | 290 | 250 | 54 | 90° / 20° rebend | |
BS 4449 - 2005 | B 500 B deformed | 8; 10; 12; 16; 20; 25; 32; (40); | 0,22 | - | - | 0,050 | 0,050 | Nmax = 0,012 (0,013) C eq max = 0,50*2 (0,52) | 540 | 500 - 650 | L = 5Dn | 14 5*4 |
90° / 20° rebend |
LNEC E449 - 98 | A400 NR | 8; 10; 12; 16; 20; 25; 32; (40); | 0,22 | * | * | 0,050 | 0,050 | N2 = 0,012 (0,013) C eq max = 0,50 (0,52) | 460 | 400 | L = 5Dn | 14 | 90° / 20° rebend |
LNEC E450 - 98 | A500 NR | 550 | 500 | 14 | |||||||||
ASTM A615/ A615M - 95b *5 *6 *8 |
40 (300) plain | №№ 3; 4; 5; 6; 7; 8; 9; 10; (11);[10,0; 15,0; 20,0; 25,0; 30,0; (35,0)] | * | * | * | 0,060 | * | 40 (300)* | 70000 Psi (480) | 40000 Psi (300) | L = 8° 200 mm | 11...12 | 180° |
60 (420) deformed | |||||||||||||
ASTM A615/ A615M - 96a *9 |
40 (300) plain | №№ 3[10]; 4[13]; 5[16]; 6[18]; 7[22]; 8[25]; 9[29]; 10[32]; (11[36]); | * | * | * | 0,060 | * | 60 (420) | 90000 Psi (620) | 60000 Psi (420) | L = 8° 200 mm | 7...9 | 180° |
60 (420) deformed | |||||||||||||
CAN/CSA G. 30. 18 - M92 | 300 R *5 | 10; 15; | * | * | * | 0,050 | * | * | 405 | 300 | L = 8° 200 mm | 11...12 | 180° |
400 R *5 | 10; 15; 20; 25; 30; (35) | * | * | * | * | 540 | 400 | 10...7 | |||||
500 R *5 | 0,30 | 1,60 | 0,50 | 0,035 | 0,045 | Ceq = 0,55 max *7 |
675 | 500 | 9...6 | ||||
400 W | 540 | 400...525 | 13...12 | ||||||||||
500 W | 625 | 500...625 | 12...10 |