The Tata Steel sections interactive 'Blue book' has changed. For design data on structural hollow sections (Celsius & Hybox), click here for the new Tata Steel. An interactive version of the "Blue Book" is also available in Tata Steel's (tubes only) Blue Book. Tata Steel has partnered with the Steel Construction Institute (SCI) to produce a brand new and fully revised version of their 'Blue Book'.

Tata Interactive Blue Book

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“This is a single comprehensive online resource that effectively replaces the old Tata Steel interactive Blue Book that served the UK steel. Comprehensive section property data is provided in this 'blue book' as well as tables of member resistances, which are given for both Celsius® and Hybox®. Tata Steel has partnered with the Steel Construction Institute (SCI) to produce a brand new revised version of their 'Blue Book' software tool for use in the design .

Figure 2 shows a connection with a tensile stress level at the connection of 0. By following the same procedure as outlined in Example 1, Table D can be completed thereby giving the required sub-grade.

Free and easy to use revised ‘Blue Book’ launched by Tata Steel and SCI

Note, if the stress level for the example in Figure 2 were to be 0. In reality the tensile stress levels is likely to be different in all three elements.

In EN brittle fracture is considered to be an accidental load combination. For further guidance on the appropriate calculation of stress levels see ED Designers should be aware of when stress concentration is likely to be a consideration. Stress concentration will typically occur in buildings with welded connections to unstiffened flanges, around large holes and re-entrant corners.

Section 4 of ED indicates when stress concentrations are a consideration for common details and gives guidance of the allowance to be made in deciding the appropriate sub-grade. After this date it complies with the regulations on a case by — and makes checking easier too.

Although it is However, it should not be assumed that market without the relevant certification.

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The fabrication process Incorrect CE Marking and failure to CE Mark in the UK but will be once the Construction introduces changes to the steel elements an item are criminal offences and anyone Products Regulations come into force on 1st by cutting, welding and drilling to name found guilty could face a fine, imprisonment July and replace the existing Directive.

However a greater penalty may result affect the performance of the final item. The complies with BS EN The consultant is responsible for specifying the Execution Class for the structure as a whole - or individual components where appropriate — in accordance with the European fabrication standard BS EN 2. What to look for. Date of issue of the certificate. Results shown The following example is a Tata Steel 4. Details of the specification and the on the inspection certificate should certificate for structural steel sections which product.

This certificate covers UKC be checked against the appropriate not only provides the chemical analysis x x The relevant parts of the rolled delivery condition. The CE mark and license number for Identification of the Inspection certificate the CE mark to their products e.

Signature of an approved person. EN, 3.

This Lloyds Verification Services. The CE Name and address of the original certificate complies with the requirements symbol has defined dimensions and if the customer. Reputable suppliers of construction materials actual results linked to the batch of 6. The unique number for the certificate are aware of the requirements to certify their material relevant to the certificate.

A confirming the chemical and mechanical products and will have taken the necessary Type 3. The unique number for the CE marking The certificate above is genuine and provides will again show actual results linked to certificate.

If neither 8. The identifying information for the tested test certificates to allow the product test type is identified on the certificate then material. In this case there were 12 bars information to be confirmed against the it is most probable that the certificate is from Cast and 36 bars from Cast manufacturing records if necessary.

The mechanical properties minimum results from this type of material and does yield, tensile strength and elongation of not give actual test results from the batch. Charpy test results indicating the materials used in structural and pressure toughness of the steel. The results cover vessel applications is a 3. BS EN three tests on each cast with the average requires a Type 3.

Chemical analysis of the test material. Designing and building in steel is the surest way to guarantee the many value benefits such as safety, cost, aesthetics, efficiency and other gains that are demanded by clients for modern structures.

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It is the best assurance that your project will be completed on time, cost-effectively, safely and to the most exacting quality and performance standards.

Here are some of the wide range of benefits that are routinely delivered simply by choosing steel. Fabrication mobile elevating work platforms where erected, with much of the hard work to takes place off-site in the far safer environment they are securely harnessed. Trial erections exacting tolerances already achieved offsite of a factory; almost all of the potentially can ensure that even the most complex in factory controlled conditions — a truly hazardous activity that is unavoidable with operations, or where on-site time is at a modern method of construction which other methods of construction is managed out premium, can be safely rehearsed to ensure reduces the impact of building activities on of the construction process by selecting steel.

There are no labour Factory fabrication processes are standard and when they reach site. Early erection of a steel frame means follow-on trades achieve a weather-protected environment in which to work sooner than is otherwise possible.

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The light and airy perhaps the strongest sustainability case of environmental impacts is incomplete, and column free spaces that can only be created any rival material.

As the whole- reconfigured. Clients are of a steel-framed building and changing its recycled or re-used. Consequently, original properties — a characteristic not refurbishment or alterations to exteriors are possessed by any other construction framing not usually needed.

Steel structures generally have lower carbon footprints than concrete ones as a Steel structures can be designed for disman- tonne of relatively strong and lightweight tling; demountability will prove its worth on steel goes further than a tonne of concrete. Steel offers environmental, social and economic advantages that feed through to an outstanding sustainability case — the Triple Bottom Line of economic, social and environmental benefits.

The steel industry has an excellent such as shallow floor construction, storey high that the effects of fire on the material and track record for innovation, whether it is in glazing, columns within separating walls and components is fully understood. The result the form of new products backed up by sound long-span internal structures.

The versatility of of this research is the ability to fire engineer research or improved methods of working.

Technical Managers and organisations such Fire protection is often on the critical path so as The British Constructional Steelwork off-site application has significant benefits in Association BCSA and the Steel Construction terms of increased speed of construction. Institute SCI.

Class D surface condition can be supplied by agreement. References to British Standards are in respect of the current versions and extracts are quoted by permission of the British Standards Institute from whom copies of the full standards may be obtained. Produced by the SCI on behalf of Steel for Life, this comprehensive web-hosted eBlue Book covers the full range of both open sections and hollow sections both hot finished and cold formed , and will not require any software to be installed on the host computer.

Tables are provided for both S and S grades for open sections, S and S grades for hot-finished hollow sections, and S grade for cold-formed hollow sections.

Comprehensive design data is also provided for bolts and welds, rolling tolerances are given, and there are comprehensive sets of explanatory notes for both the Eurocodes and BS data. Navigation menu Home.


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Read the guide. Your reading intentions are private to you and will not be shown to other users.Please contact us between the environmental, economic and if you want to discuss particular product social performance that is so important to requirements beyond our standard range.

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Typical examples of steelwork details found Nominally pinned joint Nominally pinned base Fin plate to Web cleat or Partial depth end plate column flange transverse stiffener in buildings are listed in Section 4 of ED UKBP y y. These products provide the most efficient design opportunities due to their fully normalised steel.

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