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High definition Bridge Construction Pt Bar - Fully Threaded Steel Bar PSB930/1080 – Cathay

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Mechanical Properties

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High-quality comes 1st; assistance is foremost; business enterprise is cooperation" is our business enterprise philosophy which is constantly observed and pursued by our business for Slotted Hex Nut , Psb1080 Full Thread Bar , M25 Hex Nut , We sincerely welcome domestic and foreign merchants who calls, letters asking, or to plants to negotiate, we will offer you quality products and the most enthusiastic service,We look forward to your visit and your cooperation.
High definition Bridge Construction Pt Bar - Fully Threaded Steel Bar PSB930/1080 – Cathay Detail:

Fully Threaded Steel Bar PSB930/1080

The continuous external thread is made by hot rolling method. The shape of thread bar is shown as following figure. The main diameter is 15 mm to 75 mm and the strength is 500MPa to  1080MPa.

Fully Threaded Steel Bars / Post-Tensioning Bars

Grade: PSB930

Length: 6m,9m, and 12m or Cutting sizes as requests.

Application: High-speed Railway, bridge, concrete anchoring system, form work panels,  industrial facilities, precast-construction, water treatment plants

continuous threaded bar

Nominal

Diameter

Diameter H B L Nominal Section Nominal Weight
Dv Dh
mm mm mm mm mm mm mm2 kg/m
15 15 15 1.0 4.5 10 176 1.47
18 18 18 1.0 4.0 10 254.5 2.11
20 20 20 1.3 4.8 10 314 2.47
25 25 25 1.6 6.0 12 490.9 4.10
32 32 32 2.0 7.0 16 804.2 6.65
36 36 36 2.5 8.0 18 1018 8.41
40 40 40 3.0 8.0 20 1256.6 10.34
50 50 50 3.0 9.0 24 1963.5 16.28
60 60 60 3.0 10.0 22 2827 23.26
63.5 63 63.5 3.0 12.0 22 3167 26.20
65 65 65 3.0 12.0 22 3318 27.470
70 70 70 3.0 12.0 22 3848 31.8
75 75 75 3.0 12.0 22 4418 36.9

Mechanical Properties

Grade

930/1080

Nominal

Dia.

Cross

Section

Yield

Strength

Tensile

Strength

Yield

Load

Ultimate

Load

Elongation Nominal

Weight

mm mm2 >=Mpa >=Mpa KN KN A/% KG/m
25 491 930 1080 457 530 6 4.1
32 804 930 1080 748 868 6 6.65
36 1018 930 1080 947 1099 6 8.41
40 1257 930 1080 1169 1358 6 10.34
50 1964 930 1080 1827 2121 6 16.28

 

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Product detail pictures:

High definition Bridge Construction Pt Bar -
 Fully Threaded Steel Bar PSB930/1080 – Cathay detail pictures


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We hold strengthening and perfecting our items and repair. At the same time, we get the job done actively to do research and progress for High definition Bridge Construction Pt Bar - Fully Threaded Steel Bar PSB930/1080 – Cathay, The product will supply to all over the world, such as: Ghana , kazakhstan , Moldova , To let customers be more confident in us and get the most comfortable service, we run our company with honesty, sincerity and best quality . We firmly believe that it is our pleasure to help customers to run their business more successfully, and that our professional advice and service can lead to more suitable choice for the customers.

continuous threaded bar

Nominal Diameter Diameter H B L Nominal Section Nominal Weight
Dv Dh
mm mm mm mm mm mm mm2 kg/m
15 15 15 1.0 4.5 10 176 1.47
18 18 18 1.0 4.0 10 254.5 2.11
20 20 20 1.3 4.8 10 314 2.47
25 25 25 1.6 6.0 12 490.9 4.10
32 32 32 2.0 7.0 16 804.2 6.65
36 36 36 2.5 8.0 18 1018 8.41
40 40 40 3.0 8.0 20 1256.6 10.34
50 50 50 3.0 9.0 24 1963.5 16.28
60 60 60 3.0 10.0 22 2827 23.26
63.5 63 63.5 3.0 12.0 22 3167 26.20
65 65 65 3.0 12.0 22 3318 27.470
70 70 70 3.0 12.0 22 3848 31.8
75 75 75 3.0 12.0 22 4418 36.9
Grade500/630 NominalDia. CrossSection YieldStrength TensileStrength YieldLoad UltimateLoad Elongation NominalWeight
mm mm2 >=Mpa >=Mpa KN KN A/% KG/m
20 314 500 630 157 198 10 2.47
25 491 500 630 246 309 10 4.1
28 615 500 630 308 387 10 4.83
  • Timely delivery, strict implementation of the contract provisions of the goods, encountered special circumstances, but also actively cooperate, a trustworthy company!
    5 Stars By Hedy from Buenos Aires - 2017.04.28 15:45
    The accounts manager made a detailed introduction about the product, so that we have a comprehensive understanding of the product, and ultimately we decided to cooperate.
    5 Stars By Eric from Austria - 2018.12.05 13:53