Strength class of reinforcing steel | Nominal diameter, mm | Electric heating temperature,° C | Mechanical properties | Bending test on the cold, °С | The diameter of the mandrel (d - nominal diameter of the rod) | |||
Tensile strength δB, N/mm2 | Conventional physical and yield strength δ0,2(δt) N/mm2 |
Relative elongation, % | ||||||
δ5 | δp | |||||||
no less | ||||||||
At400 | 6-40 | 550 | 440 | 16 | 90 | 3d | ||
At500 | 6-40 | — | 600 | 500 | 14 | — | 90 | |
At600 | 10-40 | 400 | 800 | 600 | 12 | 4 | 45 | 5d |
At800 | 10—32* | 400 | 1000 | 800 | 8 | 2 | 45 | |
At1000 | 10-32 | 450 | 1250 | 1000 | 7 | 2 | 45 | |
At1200 | 10—32 | 450 | 1450 | 1200 | 6 | 2 | 45 |
* For reinforcing steel class At800K diameter 18-32 mm.
Remarks:
1. For rebar At600S class may decrease the ultimate tensile strength of 50 N/mm2below norms established table, with increasing elongation δ5 2% (abs.) And uniform elongation δp 1% (abs.).
2. Reinforcing steel grades at400s, at500s and at600 in rods tensile strength should not exceed the values given in the table, more than 200 n/mm 2.
3. For the reinforcing steel strength class At1200 delivery state may decrease proof stress up to 1150 N/mm2.
4. When testing reinforcing steel grades At800 strength At1000 and At1200 immediately after rolling is allowed to decrease the ductility indices 1% (abs).
In bundles, weight 5 tons max., with banding by wire rod 6,5 mm in 6 places min. equally distributed over bundle. Each bundle is provided with 2 steel straps for multiple lifting.