LOW CARBON STEEL WIRE FOR REINFORCEMAN OF CONCRETE
PLAIN AND DEFORMED

Nom. Diameter,
mm
Tolerance,
mm
Braking force,
kN, min
Bending number,
min
Cross section area,
mm2
3.0 +/-0,06 4.10 4 7.07
4.0 +/-0,08 6.90 4 12.57
5.0 10.60 4 19.63
6.0 +/-0,10 15.90 4 28.26
Descriptions:
d - wire diameter
r - radius of conkave surface
h - conkavity depth
b - length of covex part
PR

Size:

Size, mm Mechanical property Cokave part Pitch Convex part
Diameter Breaking Force h, mm s, mm b, mm
3.0 +/-0,08 4.1 4 0.15 +/-0,05 2.0 +/-0,02 0.6 +/-0,02
4.0 +/-0,10 6.9 0.20 2.5 0.8
3.0 +/-0,08 4.1 0.15 3.0 0.6

Descriptions:
c - pitch
h - depth of ribs
b - head width
e - distance between segments
Rb

 

Nom. Diameter Pitched ribs
Dept in the middle Dept at the 1/4 points Head width Distance
d, mm h, mm 1/4h, mm b, mm e, mm
4.0 0.30 0.24 0,1d 4.0
5.0 0.32 0.26 0,1d 4.0
6.0 0.40 0.32 0,1d 5.0
7.0 0.46 0.37 0,1d 5.0
8.0 0.55 0.44 0,1d 6.0

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STEEL BARS FOR REINFORCED OF CONCRETE