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SCI CONNECT – January 2022

As I clear my office after nearly a quarter of century at the SCI, the volume of accumulated material on sustainability is, somewhat ironically, quite staggering.

It also reveals how sustainability issues have waxed and waned over 25 years as the economy has fluctuated and governments and priorities have changed. Despite all the effort, demonstrable progress in many areas of construction is unfortunately not very apparent.

Sustainability or sustainable construction has always been a large, complex and difficult concept to pin down and measure; providing scope for building designers and product manufactures to cherry pick and market their own sustainability claims, aka greenwash.

More recently the urgency of climate change has come to dominate the sustainable construction agenda and for many, the terms are synonymous. From my perspective, while understandable, this is unfortunate and not helpful.

While for some building types, reducing the carbon impacts of buildings through product substitution maybe relatively easy, the reality is that low embodied carbon solutions, are often unsustainable in a wider context. Biogenic construction products may offer carbon benefits however substituting all traditional construction materials like concrete, masonry and steel, is not practically achievable technically or logistically; there simply isn't sufficient land available. Of course, there are also other engineering concerns and challenges with such products in certain applications.

While all efforts to reduce the carbon impact of buildings are to be applauded, low carbon decisions have to be made in a global context and with an understanding of global supply chains; after all climate change is a global issue. Specifying and importing 100% recycled content steel might delight your client on your current project but unless global steel demand is reduced, then net global impacts are unchanged or may even be higher because of additional transport.

Similarly, 'off-shoring' steel production might reduce the UK's national carbon footprint but the global impact will be the same or greater; not to mention the economic benefits and security (of supply) benefits of retaining a domestic steel industry.

Building designers should focus on demand-side material and carbon reductions. Examples relating to steel construction include more efficient and less conservative design, use of higher strength steels, design for deconstruction and reusing structural steelwork; in other words using materials appropriately and as efficiently as possible. Operational carbon savings should also be prioritised. For most commercial buildings operational carbon savings still offer the greatest and easiest reduction opportunities.

SEGRO warehouse and office building deconstructed and relocated on the Slough Trading estate in 2015

SEGRO warehouse and office building deconstructed and relocated on the Slough Trading estate in 2015

This doesn't mean that things don't need to change in the steel sector. Steel is energy and carbon intensive in production and steel-makers need to decarbonise in line with national and international carbon reduction targets. The decarbonisation roadmap for UK structural steelwork was published in November 2021 and the major steel producers supplying the UK construction market have also published their own decarbonisation commitments.

Although the priority for many is minimising greenhouse gas emissions today, the longer term resource and circular economy attributes of products and systems will come to the fore particularly as we transition to net zero. Although we can decarbonise most aspects of society, the resources we need are finite and therefore must be conserved.

During my early time at SCI we were leaders in sustainable construction; arguably a bit too early in some instances. I undertook my first whole life embodied carbon study in 1999 and we first explored reusing structural steel in 2000; both studies that would be timely today. Our first sector sustainability strategy was published in 2002. In Europe we have partnered with leading research organisations on many sustainability projects including those addressing thermal mass, renovation, energy efficiency and thermal bridging and structural steel reuse.

Unfortunately, public funding for construction research has declined sharply over the last 20 years meaning that this early momentum wasn't sustained. More recently, Brexit has meant that we cannot continue to work on EU research projects.

This hasn't just impacted SCI, historically public money was available to fund important pan-industry initiatives including BREEAM, The Green guide to specification, BES 6001, Zero carbon homes and changes to Part L of the Building Regulations. This is no longer the case and important sustainability initiatives are left to volunteer organisations and individuals, with little or no funding. There are also fewer civil servants with knowledge of sustainable construction to facilitate dialogue between government and the construction industry.

Steel construction and steel-framed buildings have many positive sustainable attributes. In the short to medium term, technologies like CCUS and hydrogen will decarbonise steelmaking, deconstruction and reuse will become commonplace and in time, global scrap supply will mean that primary steelmaking is no longer required. At this point steel construction will be carbon-neutral, fully circular and truly sustainable; a vision I remain committed to delivering.

Dr Michael Sansom
Associate Director

Contents
Feature Article
SCI TEDDs modules for specialist steel design
SCI Visits Active Light Steel Test Building
A New Shine on Steel Design
NSC Technical Digest 2021
Building Standards Consultation on Compliance and Enforcement
SCI Publishes information on the use of Stainless Steel
Members Advisory Desk
SCI Advisory Q&A
SCI Webinars, Courses
& Events
Members in the News
New Members
Publications
 
SCI Courses
Steel Connection Design Online EC4 Composite Design Course
9, 10, 16, 17 Feb
10:00-12:00
Steel Connection Design Welding Technology - what designers need to know.
Pt 2

15 Feb
12:30-13:30
Steel Connection Design Online Steel Connection Design Course
2, 3, 9, 10 Mar
10:00-12:00
Steel Connection Design Acoustics Webinar
15 Mar
12:30-13:30
View all courses
SCI TEDDs modules for specialist steel design

SCI has launched the first of a range of specialist Tedds modules which complement and enhance the capability of the widely recognised Tekla Tedds software.

SCI is uniquely placed to produce such tools with over 30 years of experience in providing information and expertise to the construction sector, globally.

SCI Tedds Modules will often supplement an SCI publication or Advisory Desk note, by providing a tool that implements the design process discussed. The first Module, 'SCI P424 - Method for Extending Fire Test Results' makes application of the procedures described by the SCI publication, 'Fire Resistance of Light Steel Framing (P424)' quick, reliable and efficient and has credibility with checking Authorities and warranty providers due to its SCI provenance. Both can be purchased here.

The next two modules will consider the design of openings in composite slabs, specifically the use of local reinforcing bars and concentrated loads applied to composite slab. The latter is particularly aimed at the assessment of an already specified slab's ability to carry temporary loads during construction. It will complement the information given in AD450 Resistance of Composite Slabs to Concentrated Loads.

Subsequent modules in this initial phase will cover different aspects of composite design and light gauge construction.

Modules will be offered for an annual licence fee, with a range of options to cover organisations of different sizes and the purchase of multiple modules at once.

For more information contact teddsmodules@steel-sci.com

TEDDs Modules Logo
SCI Visits Active Light Steel Test Building

The Active Building Centre is a centre of excellence working to accelerate the UK's drive towards net-zero carbon by transforming the way buildings are powered and heated.

The Active Building Centre has several test or demonstration homes at their R&D centre in Berkeley, on the banks of the Severn Estuary. The latest of these is a light steel frame modular building from Hatch Modular built using CliCs Low Rise Residential Design. The building installer was Stelling Properties Ltd. Andrew Way of SCI was invited to visit the test building by Martin Sayers of Hatch Homes Accelerator Limited and was given a tour of the other test buildings by Tushar Kulkarni of the Active Building Centre.

The Hatch Modular steel frame demonstration building at Active Building Centre, prior to completion of render cladding for the ground floor storey.

The Hatch Modular steel frame demonstration building at Active Building Centre, prior to completion of render cladding for the ground floor storey.

Each of the demonstration homes is built to different specifications, showing how renewable generation and storage technologies can be either retrofitted into past generations of housing stock or incorporated into modern-day new builds. From these, The Active Building Centre continuously capture and analyse data on energy performance, so that our understanding of how to optimise green buildings is constantly improving.

It is great to see that light steel framing and modular construction is an integral part of the work which is being carried out by The Active Building Centre. The Hatch Modular CliCs system is one that SCI know well as it has been through the SCI/NHBC Stage 1 System Certification scheme. In order to tackle the affordable housing shortage head on, Hatch Modular has revolutionised the housing delivery model by creating a standardised modular product created in a localised factory setting. A full list of companies with SCI assessment and certification is available on our SCI website along with further information.

A full list of all companies with SCI assessment and certification is available on our SCI website along with further information.

Active Building Centre Logo

Hatch Logo
A New Shine on Steel Design

Modern Steel Construction has featured an article (p16-19) co-written by SCI's Nancy Baddoo, giving an insight into AISC's new stainless steel design standard.

The article highlights the many advantages of stainless steel including strength, durability and fire resistance, which lead to long term maintenance cost savings and growing application in a range of structures.

With the new AISC stainless steel design standard, designers will be able to design economic stainless steel structures with long service lives and low maintenance requirements, getting the most out of their projects.

The publication is available here.

Image courtesy of Premier Industrial/Westinghouse

AISC
NSC Technical Digest 2021

The latest NSC Technical Digest is now available from the NSC (New Steel Construction) website. This is a free compendium of all the Advisory Desk Notes and Technical Articles published within the NSC magazine during 2021, most of which have been written by SCI. It provides a quick and easy reference to the latest technical guidance, keeping readers up-to-date with best practise.

You can sign up to receive a free monthly copy of NSC here.

NSC Technical Digest January 2022
Building Standards Consultation on Compliance and Enforcement

The consultation on Building Regulations - Compliance and Enforcement went live on the Scottish Government's consultation hub, Citizenspace on 11 November 2021 and runs until 4 February 2022. They are hoping to get as many responses as possible.

The consultation can be viewed here.

SG logo
SCI Publishes information on the use of Stainless Steel

SCI has just published two information sheets - one covering the use of stainless steel for structural members in bridges, and the second focused on stainless steel structural members on offshore structures. The leaflets give essential information for designers and outline the benefits of using stainless steel in these applications, illustrated by case studies. Two versions of each leaflet are available - one refers to EN standards, and one to US standards.

View information sheets here.

Team Stainless logo
Michael Sansom - it's only a partial goodbye

His authorship of this issue's main article is in recognition of the fact that at the end of January Michael will be leaving SCI after 22 years with us. We'll be sad to see him go, although his move to BCSA will ensure his expertise remains in the steel construction community. I'm sure that will mean we continue to work with him. His expertise and credibility are widely recognised, and he has used them to serve SCI well for so many years. How appropriate that his last project with us was his major contribution to BCSA's UK structural steelwork: 2050 decarbonisation roadmap. We all wish him well, as we move into a new era of 'sustainable structural engineering'.

Michael Sansom
Members Advisory Desk Service email alerts.

The new Advisory Desk service emails sent this month included;

Advisory Desk Note - AD 401a
Appropriate Anchorage of Parallel Decking (Revised)

Advisory Desk Note - AD 479
Design Moments in Equations 6.61 and 6.62 of BS EN 1993-1-1

If you are an SCI Sole Trader or Corporate Member and not receiving these email alerts go to the SCI Information Portal and in your Profile click on notifications/alerts and select the notifications you require.

All the Advisory Desk Notes and Questions and Answers together with other technical resources are all available at all times on the SCI Information Portal.

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SCI Advisory Questions and Answers

For SCI Sole Trader and Corporate members, SCI offers support through our Advisory Desk Service. For questions asked which we feel are pertinent to the wider member audience we publish anonymously the questions and answers.

Where some questions relate to SCI Publications we publish the question and answers in Connect.

This month our published question is about;
Adjustment of shear resistance for large grip lengths

Question: In BS 5950-1:2000, para. 6.3.2.3 Large grip lengths, reduced the shear capacity of a bolt if the grip length exceeded five times the nominal diameter of the bolt. Is there any such requirement in BS EN 1993-1-8?

Answer: No; BS EN 1993-1-8 makes no reduction in bolt shear resistance for large grip lengths.

This is Advisory Question/Answer Ref No: 7166-22

For all other membership Advisory Question /Answers please visit the the SCI Information Portal.

The Advisory Desk Service is for SCI Corporate and Sole Trader Members advisory@steel-sci.com | +44 (0) 1344 636525

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SCI Courses, Webinars and Events

SCI Online Training Courses

Our public courses and webinars keep engineers updated with the latest developments within steel design and equip them to design competently, efficiently and safely.

Online EC4 Composite Design course
Part 1 - 09 February 22
Part 2 - 10 February 22
Part 3 - 16 February 22
Part 3 - 17 February 22

This course will cover the design of composite beams and slabs with reference to Eurocode 4 for composite construction (BS EN 1994). Combining steel and concrete so that they act together structurally in composite elements can lead to very efficient frame solutions. Common problems and misunderstandings will also be highlighted during the course, as well as detailing recommendations.

Please note that this course covers buildings but not bridges.

Who should attend:

This course is aimed primarily at practising engineers (consultants, steelwork contractors and checking engineers) who would like to learn more about composite construction, and to update their knowledge of composite design according to the Eurocodes.

No prior knowledge of composite design is necessary.

Course objectives:

The objectives of this course are to:

  • establish why and when composite construction is an efficient option;
  • present design procedures for composite beams;
  • introduce slimfloor construction;
  • present design procedures for composite slabs;
  • Introduce fire design of composite beams and slabs;
  • present examples of good practice.

Course outcomes:

Having attended the course you will:

  • be able to identify where composite construction could be beneficial;
  • understand the principles of composite design;
  • be able to design a composite beam or slab in accordance with Eurocode 4.

Member Rate: £250.00 +VAT
Non Member Rate: £330.00 +VAT

To attend thise register here


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Next SCI Member webinar is;

Welding Technology - What Designers Need to Know Webinar - Part 2
15 February 22
Time: 12:30-13:30

This second webinar will cover weld design - fillet welds, butt welds and partial penetration welds, all in accordance with the Eurocodes.

Register for this event here

SCI Logo
Members in the news

Lindapter Dynamic Load Testing

Proven steelwork clamping systems independently tested for dynamic loading.

Lindapter commissioned independent dynamic load testing of its Hollo-Bolt, Type AF and Type AAF products in order to offer structural engineers and specifiers an economic and technically improved connection compared to welding or through bolting for dynamic load applications.

The independent tests were performed in accordance with EN 1993-1-9: Design of steel structures - Part 1-9: Fatigue. A number of tests were performed at different load levels from 10,000 to 2.5 million cycles in order to determine suitable detail categories. The results from the testing were then used to calculate Safe Working Loads (including a Factor of Safety).

Typical applications with dynamic loads present:

  • Cranes and crane rails
  • Lifting equipment
  • Conveyor systems
  • Manufacturing machinery
  • Bridges and bridge refurbishment.

Download the Design Data from www.lindapter.com or email support@lindapter.com for more information.




Lindapter Logo

New Members

SCI would like to welcome new members;

BDP (Building Design Partnership Ltd)

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Benefit Costs
SCI Publications

Our bookshop is once again open. For any hard copies of SCI Publications visit the SCI WebShop.

Joints in Steel Construction. Composite Connections (P213)

Joints in Steel Construction. Composite Connections (P213)
This publication is one of a series of "Green Books" that cover a range of steelwork connections.  It provides a guide to composite, end plate, bolted connections suitable for use in semi-continuous braced frames. Both beam-to-beam and beam-to-column details are considered. Guidance on frame design procedures is also given.

Design Manual for Structural Stainless Steel 4th Edition (P413)
Electronic Copy only. This Design Manual gives design rules for austenitic, duplex and ferritic stainless steels. The rules are aligned to the 2015 amendment of the Eurocode for structural stainless steel, EN 1993-1-4. Guidance on grade selection, durability and fabrication is also provided. Fifteen design examples are included which illustrate the application of the design rules.

Building Design Using Modules (P348)

Building Design Using Modules (P348)
The use of modular and other lightweight forms of building construction is increasing. The benefits of off-site prefabrication and improved quality in manufacture are being realised for residential buildings, for mixed commercial/housing projects, educational and health sector buildings.

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