| Bauprofile aus Edelstahl Rostfrei Dokumetation 864 |
| Description | This resource lists the range of available stainless steel section shapes and sizes available in Germany. It also references delivery standards, edge design, finish, grades, Products covered include flat and round bars, rectangular, hexagonal and double-T profiles, flats, squares, angles, channels, T-profile, round tubes, square tubes and rectangular tubes and reinforcing steel. Also covered: masonry sections, facade profiles, window profiles, door frame, railing systems, stair rails, anchor rails. It includes as an annex the German Technical Approval Sonderdruck 862 - Allgemeine bauaufsichtliche Zulassung Z-30.3-6 vom. 5 Dezember 2003.
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| Date | 2008 |
| Provider | Other |
| Download | De |
| British Stainless Steel Association Stainless Steel Sections Directory |
| Description | This resource is the second edition of an excel spreadsheet prepared by the BSSA specifying all the available stainless steel product forms in the UK. The section categories are: I-Beam Section, H Section, T-Profile (equal and unequal), Z-Profile, Angles (equal and unequal), Channels, Circular Hollow Section, Square Hollow Section, Rectangular Hollow Section, Cold Formed Hollow Section and Special Section.
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| Date | 2008 |
| Provider | BSSA |
| Download | En |
| Comparison of Structural Design in Stainless Steel and Carbon Steel |
| Description | This resource is a short article comparing the behaviour and mechanical properties of stainless steel and carbon steel. Both stress-strain graphs are presented illustrating how stainless steel has a less defined yield stress. A table also summarises tensile strength, Young’s Modulus and elongation for grades 1.4301, 1.4401, S275 and S355.
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| Date | 2000 |
| Provider | BSSA |
| Download | En |
| Design Manual for Structural Stainless Steel - Design Examples |
| Description | This resource is the second part of the Structural Stainless Steel Design Manual. It gives 13 stainless steel design examples that illustrate the application of the design rules in the Recommendations. The examples are various structures subject to combinations of axial compression, bending and fatigue loadings. The examples include a circular hollow section, welded I-beam, trapezoidal roof sheeting, welded hollow section, welded joint, bolted joint, plate girder with a class 4 cross section, cold formed channel, rectangular hollow section and lipped channel section. Both annealed and cold worked material are covered.
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| Date | 2006 |
| Provider | Euro Inox |
| Download | De En Fr It |
| Design Manual for Structural Stainless Steel - Recommendations |
| Description | This resource is the first part of the structural stainless steel design manual. It covers material behavior, design of cold formed and welded members in tension and compression, connections and fire resistance. It is applicable to austenitic and duplex stainless steel grades. The appendices also cover the different grade designations, lateral-torsional buckling and deflection calculations. It is formulated in terms of limit state philosophy, in compliance with EN 1993-1 Parts 1-10, Design of steel structures.
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| Date | 2006 |
| Provider | Euro Inox |
| Download | De En Es Fi Fr It Sv |
| Design Software (European) for Cold-Formed Stainless Steel |
| Description | This resource is an online design facility for cold-formed structural stainless steel. The software can be used for designing circular and rectangular hollow sections, equal angles and channels. The user first defines the mode of loading, section dimensions, member geometry and grade. The software then calculates section properties and member capacities in accordance with the Design Manual for Structural Stainless Steel. The fire resistance of the section is also calculated.
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| Date | 2007 |
| Provider | SCI |
| Download | En |
| Design Software (UK) for Cold-Formed Stainless Steel |
| Description | This resource is an online design facility for cold-formed structural stainless steel in accordance with UK design practice. The software can be used for designing circular and rectangular hollow sections, equal angles and channels. The user must define the mode of loading, section dimensions, member geometry and grade. The software then calculates section properties and member capacities in accordance with the Design Manual for Structural Stainless Steel.
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| Date | 2007 |
| Provider | SCI |
| Download | En |
| Designing Structural Stainless Steel Members to EN 1993-1-4 (Eurocode 3) |
| Description | This resource is a technical article authored by Nancy Baddoo (SCI) explaining the engineering techniques required to design stainless steel sections to EN 1993-1-4 (Eurocode 3). Firstly, different grades of structural stainless steel are introduced and the mechanical and physical characteristics of austenitic and duplex families briefly described. Secondly, the history of the European design standard is explained. Finally techniques to determine the classification and resistances of cross sections, resistances of compression members and flexural members and deflections are described.
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| Date | 2009 |
| Provider | Other |
| Download | En |
| Eurocode 3 EN 1993-1-4 Design of steel structures, Supplementary rules for stainless steels |
| Description | EN 1993-1-4 gives supplementary provisions for the design of buildings and civil engineering works from stainless steel, extending the application of EN 1993-1-1 and EN 1993-1-3 (which cover structural design of hot-rolled and welded carbon steel sections and structural design of cold-formed light gauge carbon steel sections respectively). Austenitic grades 1.4301, 1.4401 and duplex grades1.4462 and 1.4362 are covered. Also covered are the low carbon grades and stabilized grades, e.g. 1.4541 and 1.4571.
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| Date | 2006 |
| Provider | Other |
| Download | En |
| SEI/ASCE 8-02 Specification for the Design of Cold Formed Stainless Steel Structural Members (US standard) |
| Description | This resource provides the design criteria for the determination of strength of stainless steel members and connections for use in buildings and other statically loaded structures in the US. It includes the load and resistance factor design (LRFD) method and the allowable stress design (ASD) method. Members can be cold formed to shape from annealed and cold rolled sheets, strips, plates or flat bar material. Austentic grades (201, 301, 304, 316 and ‘Nitronic 30’) are covered, in the annealed and cold rolled condition. Ferritic grades (409, 430, 439) are also covered in the annealed condition only.
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| Date | 2002 |
| Provider | Other |
| Download | En |
| Stainless SteelCAL: Computer Aided Learning for Engineers and Architects |
| Description | This resource is a computer aided learning program with two modules, one for engineers and one for architects. It is aimed at students and young practising engineers and architects but is also a useful source of information for anyone unfamiliar with designing in stainless steel. Each module teaches principles about stainless steel specification, design and fabrication through a range of excercises, video clips, graphs, tables and links to further resources. This program is available in English, Spanish and Portuguese.
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| Date | 2007 |
| Provider | SCI |
| Download | En Es |
| Structural Design of Stainless Steel (SCI-P291) |
| Description | This resource is a design guide aimed at engineers with structural design experience using carbon steel but not necessarily with stainless steel. The guidance covers mechanical and physical properties, design strength, a grade specification guide, member design, connections, fabrication and fire resistant design. A comprehensive set of design tables is included giving gross and effective section properties, section classification and member capacities covering CHS, RHS, SHS, channels, double channels back to back and equal angles back to back. The recommendations have been harmonized with BS 5950-1:2000 and EN 1993 -1-4 whenever appropriate. The grades covered are: austenitic grades EN 1.4301 (304), 1.4401 (316) and the low carbon variants and the duplex grades EN 1.4362 SAF 2304) and 1.4462 (2205). Finally, design examples are presented to demonstrate these design recommendations.
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| Date | 2001 |
| Provider | SCI |
| Download | En |
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