هذه الصفحة غير متاحة بعد باللغة العربية. يتم عرض النسخة الإنجليزية.
Every steel bridge project is fabricated to the codes named in its specification. World Steel works with the main design, welding, fabrication, material and inspection standards of four regions. The editions, supplements and owner requirements that apply are confirmed during the technical review of each project.
United States
| Topic | Standards |
|---|---|
| Bridge design | AASHTO LRFD Bridge Design Specifications; AASHTO Guide Specifications for the Design of Pedestrian Bridges |
| Welding | AWS D1.5/D1.5M Bridge Welding Code; AWS D1.1/D1.1M Structural Welding Code — Steel (non-bridge members, as specified) |
| Fabrication practice | AISC 360 Specification for Structural Steel Buildings and AISC 303 Code of Standard Practice, where the specification refers to them; AASHTO/NSBA Steel Bridge Collaboration guidelines |
| Bolting | RCSC Specification for Structural Joints Using High-Strength Bolts; ASTM F3125/F3125M |
| Materials | ASTM A709/A709M (AASHTO M 270), ASTM A6/A6M, ASTM A500/A500M and A1085/A1085M hollow sections |
| Coating | SSPC / AMPP surface preparation and coating standards; ASTM A123/A123M hot-dip galvanizing |
| NDT personnel | ASNT SNT-TC-1A |
Australia
| Topic | Standards |
|---|---|
| Bridge design | AS 5100 Bridge design (series) |
| Fabrication and erection | AS/NZS 5131 Structural steelwork — Fabrication and erection (construction categories CC1 to CC4) |
| Welding | AS/NZS 1554.1 (structural steel welding); AS/NZS 1554.5 (welding of steel structures subject to high levels of fatigue loading) |
| Materials | AS/NZS 3678 (plate), AS/NZS 3679.1 (sections), AS/NZS 1163 (hollow sections) |
| Coating | AS/NZS 4680 hot-dip galvanizing; AS 2312.1 and AS/NZS 2312.2 guides to protective coating and galvanizing |
Canada
| Topic | Standards |
|---|---|
| Bridge design | CSA S6 Canadian Highway Bridge Design Code |
| Steel design | CSA S16 Design of steel structures (where referenced) |
| Welding | CSA W59 Welded steel construction; company certification to CSA W47.1 where the project requires it |
| Materials | CSA G40.20/G40.21 |
Europe
| Topic | Standards |
|---|---|
| Design | EN 1990, EN 1991-2 (traffic loads on bridges, including footbridges), EN 1993-2 (steel bridges), with national annexes |
| Execution | EN 1090-2 Execution of steel structures (execution classes EXC1 to EXC4); EN 1090-1 for CE marking where required |
| Welding quality | EN ISO 3834; EN ISO 15614-1 (procedure qualification); EN ISO 9606-1 (welder qualification); EN ISO 5817 (quality levels for imperfections) |
| Materials | EN 10025-2 to -6, EN 10210 and EN 10219 hollow sections; EN 10204 inspection documents |
| Bolting | EN 14399 (preloaded) and EN 15048 (non-preloaded) bolt assemblies |
| Coating | EN ISO 12944; EN ISO 1461 |
| NDT | EN ISO 17635 (general rules for welds); ISO 9712 (personnel qualification) |
Formal certifications held by World Steel (for example a factory production control certificate under EN 1090-1 or company certification under CSA W47.1) are listed on the Certifications page only after they have been verified. Working to a standard does not by itself mean that World Steel holds a certificate for it.
Final member sizes, details and specifications are determined by the engineer of record for each project. This page describes general practice and does not replace project-specific engineering.
هذا المحتوى معلومات فنية عامة. ولا يغني عن التصميم الإنشائي الخاص بالمشروع، والذي يجب أن ينفذه أو يعتمده مهندس مؤهل وفق الكودات المعمول بها ومتطلبات الجهة المختصة.