• ASTM A416/BS 5896 PC Strand, Prestressed Concrete Steel Strand
  • ASTM A416/BS 5896 PC Strand, Prestressed Concrete Steel Strand
  • ASTM A416/BS 5896 PC Strand, Prestressed Concrete Steel Strand
  • ASTM A416/BS 5896 PC Strand, Prestressed Concrete Steel Strand
  • ASTM A416/BS 5896 PC Strand, Prestressed Concrete Steel Strand
  • ASTM A416/BS 5896 PC Strand, Prestressed Concrete Steel Strand

ASTM A416/BS 5896 PC Strand, Prestressed Concrete Steel Strand

Material: Steel Wire
Cross Sectional Shape: Round
Application: Construction Wire Mesh, Bridge
Type: Loop Tie Wire
Surface Treatment: Anti-Rust Oil Paint
Metal Wire Drawing: Cold Drawing
Customization:
Diamond Member Since 2013

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Rating: 5.0/5
Manufacturer/Factory, Trading Company

Basic Info.

Model NO.
9.3/9.53/12.7/15.2/17.8/21.6/21.8
Status
Soft State
Condition
New
Transport Package
Export Anti-Rust Packing
Specification
1x7
Trademark
xiao niu
Origin
Tianjin, China
HS Code
7312100000
Production Capacity
50000 Tons Per Month

Product Description

The PC strand is mainly used as auxiliary reinforcing strand for concrete structure, such as long spanned bridge's on railway and highway, overhead crane construction, geotechnical anchor construction, multi-floor industrial building and etc.

We can manufacture the PC strand conforming to the technical standards, such as GB/T5223-2002, GB/T5224-2003 of China, ASTM A416 of USA, BS5896:80 of Britain, JIS G3536-88 of Japan, or the standards agreed by both the customers and our company.

ASTM A416/BS 5896 PC Strand, Prestressed Concrete Steel Strand

ASTM A416/BS 5896 PC Strand, Prestressed Concrete Steel Strand


 
ASTM A416 Standard
Grade 250[1725] 270[1860]
Nominal dia. (mm) 9.53 11.11 12.70 15.24 9.53 11.11 12.70 15.24
Tolerance (mm) ±0.40 +0.65  -0.15
Cross section area (Sn/mm²) 51.61 69.68 92.90 139.35 54.84 74.19 98.71 140.00
Re.mass per 1000m (kg/1000m) 405 548 730 1094 432 582 775 1102
Minimum Breaking load 89.0 120.1 160.1 240.2 102.3 137.9 183.7 260.7
Min Load at 1% Extension (KN) 80.1 108.1 144.1 216.2 92.1 124.1 165.1 234.6
Lo610mm (%) 3.5
The relaxation at 1000h (Initial load to 70% of nominal max load) (r/%) Not more than Low-Relaxation 2.5
Normal-Relaxation 3.5
 
BS5896 Standard
Strand type Standard 7-wire Super 7-wire Die-drawn 7-wire
Nominal dia. (mm) 9.3 11 12.5 15.2 9.6 11.3 12.9 15.7 12.7 15.2 18
Tolerance (mm) +0.3
-0.15
+0.3
-0.15
+0.4
-0.2
+0.4
-0.2
+0.3
-0.15
+0.3
-0.15
+0.4
-0.2
+0.4
-0.2
+0.4
-0.2
+0.4
-0.2
+0.4
-0.2
Area of Section (mm²) 52 71 93 139 55 75 100 150 112 165 223
Theoretical Weight per 1000 metre (kg) 408 557 730 1090 432 590 785 1180 890 1295 1750
Tensile Strength 1770 1770 1770 1670 1860 1860 1860 1770 1860 1820 1700
Specified characte-ristic breaking Load 92 125 164 232 102 139 186 265 209 300 380
Specified characte-ristic 0.1% yielding Load 78 106 139 197 87 118 158 225 178 255 323
Load at 1% Elongation Lo 500mm 81 110 144 204 90 122 163 233 184 264 334
Minimun Elongation at MAX load 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
Relaxation
Value 1000h      
60% Initial Load 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
70% Initial Load 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5
80% Initial Load 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
 
JIS G3536 Standard
Steel grade SWPR7A SWPR7B
Nominal dia. (mm) 9.3 10.8 12.4 15.2 9.5 11.1 12.7 15.2
Area of Section (mm²) 51.61 69.68 92.90 138.70 54.84 74.19 98.71 138.70
Theoretical Weight per 1000 metre (kg) 405 546 729 1101 432 580 774 1101
Breaking Load (KN) 88.8 120 160 240 102 138 183 261
Load at 0.2% Permanent elongation (KN)  75.5 102 136 204 86.8 118 156 222
Minimum elongation at Max Load (%) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
Relaxation Value (%) 3 3 3 3 3 3 3 3
 
GB/T 5224 Chinese Standard
Structure 1x2 1x3 1x7
Nominal dia. (mm) 8.00 10.00 12.00 10.80 12.90 9.50 11.10 12.70 15.2 17.8
Tolerance (mm) +1.25   -0.10 +0.20  -0.10 +0.30  -0.15 +0.40  -0.20  
Cross section area (Sn/mm²) 25.1 39.3 56.5 58.9 84.8 54.8 74.2 98.7 140 191
Re.mass per 1000m (kg/1000m) 197 309 444 462 666 430 582 775 1101 1500
Tensile Strength Not less than 1470 1570 1720 1860 1960 1720 1860 1960 1860 1720 1860
Yield Strength Not less than 1320 1410 1550 1670 1760 1550 1670 1760 1670 1550 1670
Elongation at max load Not less thah 3.5
The relaxation at 1000h (Initial load to 70% of nominal tensile strength)(r/%) not less than 2.5



 

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