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Norma o proyecto bajo la responsabilidad directa de 香港六合彩开奖/TC 167 Secretar铆a | Etapa | ICS |
---|---|---|
Steel structures 鈥 Part 1: Materials and design
|
90.93 | |
Steel structures 鈥 Part 2: Fabrication and erection
|
95.99 | |
Steel structures 鈥 Part 2: Fabrication and erection 鈥 Technical Corrigendum 1
|
95.99 | |
Aluminium structures 鈥 Material and design 鈥 Ultimate limit state under static loading
|
95.99 | |
Aluminium structures 鈥 Material and design 鈥 Ultimate limit state under static loading 鈥 Technical Corrigendum 1
|
95.99 | |
Steel structures 鈥 Execution of structural steelwork 鈥 Part 1: General requirements and terms and definitions
|
60.60 | |
Steel structures 鈥 Execution of structural steelwork 鈥 Part 2: Steels
|
60.60 | |
Steel structures 鈥 Execution of structural steelwork 鈥 Part 3: Fabrication
|
60.60 | |
Steel structures 鈥 Execution of structural steelwork 鈥 Part 4: Erection
|
60.60 | |
Steel structures 鈥 Execution of structural steelwork 鈥 Part 5: Welding
|
60.60 | |
Steel structures 鈥 Execution of structural steelwork 鈥 Part 6: Bolting
|
60.60 | |
Steel structures 鈥 Structural bolting 鈥 Test method for determining slip factor for faying surfaces
|
30.60 | |
Steel structures 鈥 Structural bolting 鈥 Test method to determine loss of pretension from faying surface coatings
|
30.60 | |
Steel structures 鈥 Structural Bolting 鈥 Test method to establish bolt tightening procedures
|
30.60 | |
Structural bolting coordination 鈥 Tasks and responsibilities
|
30.60 |
|
Welded joints performance for seismic steel structures
|
20.60 |
|
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