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rebbar

rebbr

last_changes: 10:46 - 2021/6/22
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row size(mm)length(m)weight of each branch(12m)the number of branch per bounchanalyze price (USD) fluctuations (USD)
18 rebar size12m5400A3675$ no changes
210 rebar size12m7.8260A3665$ no changes
312 rebar size12m11180A3665$ no changes
414 rebar size12m14.6140A3645$ no changes
516 rebar size12m19105A3645$ no changes
618 rebar size12m24.485A3645$ no changes
720 rebar size12m2968A3645$ no changes
822 rebar size12m3955A3645$ no changes
925 rebar size12m4743A3645$ no changes
1028 rebar size12m5836A3645$ no changes
1132 rebar size12m7128A3 Unknown
Mechanical Features
Cold Bending Test Tensile Testing sign classification
Flexural Bending Diameter Nominal

(d)

Minimum Relative Elongation (A5)

 

Minimum

tensile Strength

)N/mm (2

Minimum Yield Strength

(n/mm2)

3d 16≥  

18

 

 

 

500

 

240

 

340

 

spiral

 

6d 16<d≤32
7d 32<d≤50
Bending Angle(degree)

160-180

16 600 400 400 Herringbone
Maximum weight of chemical elements
Maximum Carbone Equivalent sulfur

(S)

phosphorus

(P)

manganez

(Mn)

Silicon

(Si)

Carbon

(C)

sign classification
0.50 0.045 0.045 1.60 0.60 0.32 340 spiral
0.45 0.045 1.60 0.60 0.37 400 Herringbone
Geometrical and weight Features
Calculated Weight of one meter

(kg/m)

pace

mm

Linear rebar Cross section rebar Nominal Cross-section

An

Nominal diameter

d

Tolerance% Nominal Maximum Minimum nominal

 

 

Maximum height Height X in the Middle Minimum Height in the Middle  

 

(mm2)

 

 

(mm2)

0/616 7/5 5/5 6/5 1/5 0.45 0.65 78/5 10
0.888 8/3 6/1 7/2 1/8 0.54 0.78 113 12
1/288 9/7 7/1 8/4 2/1 0.63 0.91 154 14
1/580 11/0 8/2 9/6 2/4 0.72 1/04 201 16
2/000 12/4 9/2 10/8 2/7 0.81 1/17 254 18
2/470 13/8 10/2 12/0 3/0 0.90 1/30 314 20
2/980 15/2 11/2 13/2 3/3 0.99 1.43 380 22
3/850 17/3 12/8 18/0 3/75 1/12 1/63 491 25
4/830 19/3 14/3 16/8 4/2 1/26 1/82 616 28
6/310 22/0 16/2 19/2 4/8 1/44 2/08 804 32