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The use of steel in the design and constructionof multi-storey residential buildings

Corus Construction & Industrial

42510_High Life Brochure 12/10/07 1:29 pm Page 1


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Introduction

In 2004, over 40% of all the UKs 180,000 new homes

will be built as apartments. Apartment construction has

grown rapidly in recent years, up from 17% of total

completions in 1999. Hi-rise apartment construction,

over 4 storeys, has also risen sharply within this total,

from 1% of total completions in 1999 to 11% in 2004.

The trend towards apartment living is likely to continue

and will be driven by a number of key factors such as:

aspirational lifestyle living within the urbanenvironment, where planning guidance favours the

re-use of existing brownfield sites, particularly those

with waterfront access

the government desire to encourage higher density

living especially within its target areas such as the

Thames Gateway where high-density housing will

be a key feature

the rapidly expanding key worker, education and

health sectors where affordable high-density housing

will be a prime requirement.

The recent increase in the use of steel frames for

multi-storey residential projects demonstrates how well

steel is placed to meet the demands of the sector, from

hi-rise luxury apartments to key worker and student

accommodation. A full range of steel based construction

systems is available which allows designers the

freedom to choose an effective solution that best

matches the requirements of an individual project.

With steel, the benefits of off-site manufacture can be

seen, and felt, during construction and in use. Thespeed of steel construction can lead to earlier returns

on investment and more predictable completion dates.

On tight urban construction sites, where access and

space for storage and materials handling are at a

premium, steel deliveries can be timed to reduce

traffic congestion and minimise storage requirements.

Most importantly, in use, steel frames can comfortably

exceed the requirements of the new building regulations

for acoustics and thermal comfort.

Multi-storey residential buildings demandconstruction methods that meet tight budgets andconstruction programmes, are flexible in planning anduse, and exceed strict acoustic and thermalregulations. The growing number of multi-storeyresidential buildings being specified with steel framesclearly demonstrates the ability of structuralsteelwork to comfortably meet all of these demandingrequirements.

The Pimlico Apartments,

Vauxhall Bridge Road, LondonCourtesy of Bourne Steel Ltd



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Steel in mixed-use buildings


Deep Plan

Apartments

Shallow Plan

Apartments



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Typically in a mixed-use building, there is car parking inthe basement, retail units at the ground floor level and

residential floors above. Traditionally each zone within a

building would be designed using its optimum grid,

necessitating the use of a transfer structure to reconcile

the grid sizes. The alternative approach is to let the

column spacing throughout the building be dictated by

the car parking arrangements.

The example building chosen to illustrate this approach

is a 6 storey structure with a rooftop penthouse using

the Corus Slimdek floor system. This design could

easily be extended to 10 storeys without significant

modifications. The layout of the building is designed to

make best use of Slimdek, which provides a shallow

floor depth, accommodates services in an efficient

manner and has excellent acoustic properties.

The two design forms considered are:

deep plan where the interior of the building is

configured with apartments on either side of a central

corridor, or

shallow plan form, the apartments are arranged

across the full width of the building around an

access core.

The design also makes use of balconies and terraces,

which are an important part of modern urban living.

In Slimdek, Rectangular Hollow Sections, which are

torsionally very stiff, can be used as edge beams and

are recommended for the attachment of balconies.

Alternatively, wind-posts can be bolted to the top

and bottom of ASB edge beams.

Full details of the design and construction details are

given in the Corus publication Slimdek Residential

Pattern Book.

The versatility of steel construction makes itthe natural choice for the growing trend towardsmixed-use buildings.



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Acoustic performance

AcousticperformanceLightweight construction using steel frames has beenshown to deliver excellent acoustic performance and

yet remain an economic solution.

No. 1 Deansgate, Manchester

Courtesy of Crosby Homes



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Acoustic performance

There are two methods for demonstrating compliance

with the requirements:

pre-completion on-site acoustic testing is required for

at least 1 in 10 of every type of separating wall and

floor at all residential construction sites. Testing

applies to all kinds of residential buildings whether

purpose built or formed by a material change of use,

or

utilisation of Robust Details (RD) which removes the

requirement to site test, but requires that the detailing

is shown to comply with proven construction.

The entire range of steel based RD has undergone a

thorough development and testing procedure. The RDs

have an acoustic performance standard deliberately

higher than the minimum standards set out in the

Building Regulations to overcome any on-site variations

in workmanship.

SCI Publication P336 Acoustic Detailing for Multi-Storey

Residential Buildings illustrates a range of details covering:

the junction of external walls with separating floors

the junction of separating walls with separating floors

service integration.

The publication states whether the construction meets

the RD criteria and in all cases details the expected

acoustic performance.

The nature of multi-storey residential buildings and

high-density living makes good acoustic performance

an absolute priority. Acoustic insulation is traditionally

associated with high mass constructions, but this may

not be structurally and economically efficient.

Lightweight construction using steel frames has been

shown to deliver excellent acoustic performance and

yet remain an economic solution.

The 2003 edition of the Building Regulations -

Approved Document E sets a minimum standard of

acoustic performance for walls and floors between

dwellings. Changes from the 1995 regulations include

the introduction of a correction factor for low frequency

sound, Ctr, which is a negative value. The new

performance levels are illustrated in the following table.

Building type Separating walls Separating floors

DnT,w+Ctr DnT,w+Ctr LnT,w

Purpose built dwelling 45 dB 45 dB 62 dB

Dwelling formed by material change of use 43 dB 43 dB 64 dB

Purpose built rooms for residential purposes 43 dB 45 dB 62 dB

Rooms for residential purposes formed byMaterial change of use 43 dB 43 dB 64 dB

DnT,w

is the airbornesound reduction

LnT,w

is the impactsound reduction

Ctr

is a correction factorfor low frequencynegative sounds

Whitehall Waterfront, Leeds



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Efficient steel construction systems

Composite beams

and slabs

This fast, efficient and lightweight

floor system consists of a

downstand steel beam with shear

connectors welded to the top flange

to enable the beam to act

compositely with an in-situ slab. The

floor slab usually comprises shallow

ribbed metal decking with a concrete

topping leading to a structural floor

slab of between 130-150mm deep.

Composite beam spans up to 18m

can be achieved using standard

hot-rolled sections, but they are

normally used in the 6-12m range.

The decking is normally arranged so

it spans 2.5-4m between supporting

steel beams.

Services can be accommodated in a

number of ways either suspended

from the soffit of the slab or

attached to brackets fixed to the

beams. The services may also be

taken through discrete openings in

the web of the beam.

Composite beams with

pre-cast hollowcore units

Pre-cast hollow core units can be

used compositely with the steel

beam in the traditional downstand

beam arrangement with the slab on

top of the beam. In this arrangement

the pre-cast unit provides a flat

soffit between the beams that can

be aligned with the walls.

The span of the hollow core slabs is

such that the number of secondary

beams can be reduced compared to

traditional composite beams (where

the secondary beam spacing is

dictated by the spanning

capabilities of the composite deck-

slab), leading to fewer beams, and

therefore quicker erection of thesteelwork.

This construction system is most

efficient for column grids of up to

9m x 9m, where the spanning

capabilities of the pre-cast concrete

units and the beam size can be

optimised. The pre-cast units have a

natural pre-camber which offsets

imposed load deflections.

Slimdek

Slimdek is a fully engineered floor

solution system that has been

developed to meet the demand for

cost-effective, shallow depth floors

for multi-storey steel framed

buildings with grids up to 9m x 9m.

The system consists of rolled

Asymmetric Slimflor Beams (ASB)

contained within the floor

construction depth, SD225 profiled

deep steel decking and an in-situ

concrete slab. The deep decking

and concrete combine to create a

long-span composite slab, which is

supported by the bottom flange of

the ASB. As there are no downstand

beams the resulting floor depth can

be reduced in comparison to the

conventional composite beam

construction. The ASB range

includes fire-engineered sections

with thicker webs, which can

achieve 60 minutes fire resistance

without further protection in most

situations.

The following steel-framed systemsprovide efficient and economic solutions

for multi-storey residential buildings




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Slimflor

Steel Slimflor beams are UC

sections with a flange plate welded

to the underside. The pre-cast

hollow core units are supported off

this flange plate and the space

around the beam at the end of the

unit is filled with concrete. To

ensure adequate robustness,

reinforcement bars are placed

through the Slimflor beam and into

the opened out voids in the units.

The pre-cast units can then be

grouted to enable the floor to act as

an effective diaphragm

to distribute wind loading to the

bracing system.

Typically, spans of between 5m and

9m can be accommodated

depending on the configuration of

UC section and pre-cast unit.

ASB with pre-cast

hollow core units

Currently in development, this

system is the logical extension to

the Slimflor concept in that it aims

to utilise the inherent section

properties of the ASB in conjunction

with the spanning capabilities of the

concrete hollow core pre-cast unit.

The notched (where required) pre-

cast units are supported on the

bottom flange of the ASB and the

space around the beam at the end

of the unit is filled with concrete to

encase the beam. This creates a

minimum structural floor zone.

Reinforcement can be placed either

over or through the ASB into the

discrete open-ended voids in the

pre-cast units for robustness

purposes and can also enhance the

fire peformance. Depending on the

in-service conditions, the side joints

of the pre-cast unit can either be

grouted or covered with a concrete

topping.

Floor depths

All the systems described can be

engineered to give the minimum

practical structural floor depth.

However, where Robust Details are

being used to satisfy the acoustic

performance regulations, the

Robust Detail itself will determine

the minimum overall floor depth as

this stipulates the floor and ceiling

treatments to be used.



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Case study - Rossetti Place

Rossetti Place,Phase two,ManchesterThe fact that steelwork can be planned in great detailat an early stage gives everyone more confidence inthe design. This emphasis on detail, including thelocation of partitions and services, eliminates riskslater in the programme and reduces each contractorscontingency. Mark Purslow, Aedas.

Manchester was one of the first UK cities to develop the

urban lifestyle and, outside of London, has the largest

demand for city centre accommodation. This increases

the demand for distinctive, high quality accommodation

that's cost effective to build and own. All this plays to

steel's advantage.

This new build in the centre of Manchester is the

second phase of a prestigious development by Crosby

Homes and ASK Developments. Originally intended to

be a concrete design, as phase one, it was realised that

significant costs savings could be made on this high

quality, mixed-use project by building in steel instead.

The flexibility of steel design meant that the entire steel

framework could be designed and fabricated to meet

the exact dimensions of the original concrete design. In

addition the use of a steel frame ensures that the futureflexibility of the building's use is not compromised.



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As usual with city centre locations,the site is in an established and

built up area. In this particular case,

four roads bound the development

and the building occupies the entire

footprint of the site. This meant no

intermediate storage areas were

available, other than the road.

Prefabrication of the steelwork

enabled timed deliveries that

created the least disruption and the

steel could also be offloaded much

more easily than would have been

the case with concrete.

One of the biggest benefits gained

by working in steel has been the

ability to accurately calculate

programme costs and timings at amuch earlier stage. At Rossetti

Place, every aspect of the steelwork

was designed in detail, with all the

services well thought out in

advance. Meticulous design upfront

gives everyone involved greater

confidence, it speeds up

procurement, shortens the

programme and reduces risks

downstream to make life easier for

all contractors. And of course, the

more smoothly a programme runs,

the easier it is to control the

budget.

To minimise the floor depth

Universal Columns were used as

edge members and internal primarybeams. The use of the UC sections

in conjunction with ComFlor51

generated column free spans that

allowed Crosby Homes to retain

flexibility for the floor layout - their

one and two bedroom apartments

are available in 16 different styles.

Throughout the building, innovative

fire engineering was undertaken in

line with Approved Document B -

this reduced the amount of applied

passive protection on the steelwork.

This further increases construction

speed while reducing labour and

material costs.

Courtesy of Aedas



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Case study - Rossetti Place

Construction details

A single mixed-use building

with 11 storeys of residential

accommodation and 8 storeys of

office space. A common 2 storey

basement car park runs under each

part of the building. The residential

units are a mixture of one and two

bedroom apartments, with duplex

penthouse units at roof level.

The superstructure consists of a

structural steel frame utilising steel

columns and steel framed cores to

support slabs consisting of steel

beams acting compositely with the

in-situ concrete slabs cast on the

metal decking. The steel beams

(UC sections) in the residential area

are pre-cambered to reduce final

deflections. A series of transfer

beams are used at the ninth floor

to carry the offset columns, which

frame the duplex penthouse units.

The primary grid, or column layout,

in the residential section is

approximately 7m x 9m.

The floor finish is a 40mm thick

floating screed with an acoustic

barrier giving a total thickness of

45mm. Steelwork is corrosion

protected by galvanising or

architectural paint finish. Structural

steelwork is fire protected as

required and designed to BS5950.

Application benefits

high quality product for high

quality architectural design

faster construction saves on-site

costs

off-site fabrication minimises

delivery of materials to this city

centre site

innovative fire engineering to

reduce the amount of fire

protection required to give the

120 minute resistance

excellent acoustic performance

column free spans for interior

design flexibility.

Project details

Clients: Crosby Homes NW Ltd and

ASK Developments

Architect: Aedas

Quantity Surveyor: Andrews and Boyd

Structural Engineer: Arup

Fire Engineer: Buro Happold FEDRA

Acoustic Consultant: Sol Acoustics

Steelwork Designer/

Contractor: Conder Structures Limited

Courtesy of Aedas



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Case study - Mercury Point

Mercury Point,UNITE,SouthamptonThe flexibility of steel is such that value engineeringdecisions can be made much further into theprogramme. We were able to suggest modificationsto the steel frame and these delivered genuine costsavings to the client.

UNITE is the leading provider of purpose-built

student/key worker accommodation in the UK. The

latest and largest project is their flagship development,

Mercury Point, a landmark building in the heart of

Southampton which is 17 storeys at its highest. Initially

both concrete and steel schemes were designed and

costed, but the steel design proved to be the most

economic solution both in terms of cost and

construction programme.

Mercury Point's steel frame was being erected within 10

weeks of the start on site, which was much sooner than

would have been possible with alternative materials.

This enabled the following trades to begin their

contribution earlier and helped to make the construction

programme shorter and more predictable. This was

further enhanced by steel's off-site fabrication, which

made the whole project less prone to on-site

construction delays caused by bad weather. In this way

the whole project could be guaranteed to meet the

deadline of September 2004 when the first students

were due to move in and enable UNITE to gain a return

on their investment.

Courtesy of UNITE



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Courtesy of Robothams Architecture



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Project details

Client: UNITE

Architect: Robothams Architecture

Contractor: Warings Contractors Limited

Structural Engineer: Gyoury Self Partnership

Fabricator: Frank H Dale Ltd

DukeStre

et

RichmondStreet

Term

inus

Terra

ce

Char

les

Str

eet

Ground floor plan



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Slimdek construction was specified because it

eliminated the need for downstand beams and this

generated a significantly reduced floor depth in

comparison to more conventional construction

techniques. In a development such as Mercury Point,

this reduction in floor depth allows for the introduction of

additional storeys within a given height. The ease of

service routing within the Slimdek system increased

the cost effectiveness of the solution. Slimdek worked

well with UNITE's desire to optimise the usable space

within the development.

Accommodation, such as this, is the highest density of

all multi-storey residential buildings and so guaranteed

acoustic performance becomes a priority for the

developer. Slimdek

offered the optimum level ofacoustic insulation as well as inherent fire resistance.

Construction details

The building is a steel framed structure utilising the

Corus Slimdek proprietary system. This involves

asymmetric beams supporting a deep profile composite

floor deck giving a minimum sensible structural floor

zone. The overall thickness of the floor is only 345mm.

Universal Columns are supported on reinforced

concrete pile caps on a piled foundation solution.

Lateral wind loads are transferred to the foundations via

braced bays within the structure, which have been

designed to avoid obstructing the glazing. A vertical

movement joint is provided through the building on a

specified gridline. The roofs are lightweight roofs

supported off a cold rolled purlin system, with the

exception of the lower level roof areas immediately

adjacent to steps in the building. These areas are

concrete, to allow for scaffolding for future maintenance

and access to the building elevations. The ground floor

consists of beam and block construction supported off

sleeper walls.

Application benefits

cost savings

speed of construction

off-site fabrication

simplified logistics for tight city centre site -

the building uses the entire site footprint

minimum sensible structural floor zone

easier service routing

maximum number of rooms within site restrictions

flexible design - development divided into

17, 12, 9 & 6 storey buildings each with individual look

steel construction is straightforward - backed by a

wealth of information from Corus.



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Value benefits of steel construction

Value benefitsof steelconstruction

Speed and costof construction

All steel construction uses pre-

fabricated components that can be

rapidly installed. A recent

independent survey confirmed that,

for multi-storey residential

buildings, construction periods can

be reduced by at least two weeks

compared to a concrete

construction system.

This reduced construction period

can lead to reduction in sitepreliminaries and interest charges,

which contribute to a cost saving of

up to 2% of the finished building

cost. The predictability of the

construction programme and the

certainty of completion on time also

allows the developer to benefit

sooner from sales or rental income.

Flexibility andadaptability

Traditionally the residential sector

has worked to relatively small grid

sizes where Slimdek, Slimflor and

ASB+PC construction provide a flat

soffit with complete flexibility of

layout. Where the layout of

apartments is suitable, long spans

can be introduced at a small cost

penalty, which allows for greater

long-term flexibility in layout. For all

steel systems the internal walls can

be repeatedly relocated, leading to

fully adaptable buildings.

Reduced disruptionto the locality

In inner city locations, steel

construction minimises disruption to

the nearby buildings and roads by

allowing:

timed deliveries to site to suit

traffic conditions

reduced materials use and waste

creation

minimised noise and dust

reduced construction period.

Whitehall Waterfront, Leeds



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Value benefits of steel construction

Quality

Off-site prefabrication improves

quality by factory-controlled

production and is less dependent

on site trades and the weather.

Environmental

benefits

All steel construction is produced

efficiently and waste is minimised

and recycled. Steel is potentially

reusable and up to 40% of currentsteel production is from recycled

material.

The faster construction process

also reduces environmental impact.

Fire safety and fireengineering

High-density living imposes

stringent fire safety precautions.

Means of escape, such as external

balcony or limited travel distance to

a smoke-free area, and effective

fire compartments usually the

apartments themselves are crucial

to overall fire safety. As with

commercial buildings, fire

engineering is a consideration,

which can reduce the burden of fire

precautions.

The general requirements for

apartments are contained within

BS5588-1 1990 Fire Precautions in

the design, construction and use of

buildings Code of Practice for

residential buildings.

Aesthetics

The nature of steel construction

expands the possibilities for

architectural expression.

Opportunities arise through the use

of features such as shallow floor

construction, storey high glazing,

columns within separating walls and

long-span internal structures. The

versatility of steel construction

allows the adoption of complex

geometries to satisfy the

architectural concept and create

landmark designs.

Whitehall Waterfront, LeedsNo. 1 Deansgate, ManchesterCourtesy of Crosby Homes

No. 1 Deansgate, Manchester

Courtesy of Crosby Homes



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Cross sector

Kalzip

Kalzip has over 35 years

experience in standing seam roofing

for the multi-storey residential

sector and works closely with local

authorities, housing associations,

leading architectural practices and

main contractors alike.

From the modest to the magnificent,

Kalzip

develops creative and cost-effective solutions offering

outstanding design, proven

durability, high performance, low

maintenance and full recyclability.

Fully supported by a dedicated

technical team and fully approved

installer network.

Kalzips dramatic, sweeping roof

for the curvilinear 11 storey Albion

Riverside apartment building is made

from 3000m2 of smooth curved

tapered Kalzip sheets.

Living Solutions

Corus meets the growing demand

for modular accommodation through

Living Solutions. Following a major

capital investment in plant and

equipment during 2003, Living

Solutions provides a significant

resource in off-site construction to

deliver high quality, fully fitted-out

modules for MOD, student

accommodation, hostels and careaccommodation. Living Solutions

addresses many of the issues

facing the construction sector.

These include skills shortages,

escalating building costs, tighter

thermal and acoustic building

regulations, on-site health & safety,

waste and efficiency. With a

capacity of 3000 units, this facility

provides a step change in the

volume of modular accommodation

available in the UK market.

Corus quality across every sector

Contact

Tel: +44 (0) 1244 892799

Fax: +44 (0) 1244 892439

e-mail:

[email protected]

www.coruslivingsolutions.com

Contact

Tel: +44 (0) 1942 295500

Fax: +44 (0) 1942 272136

e-mail: [email protected]

www.kalzip.co.uk



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Cross sector

Contact

Tel: +44 (0) 1283 817100

Fax: +44 (0) 1283 817130

e-mail:

[email protected]

www.framing-solutions.co.uk

Contact

Tel:+44 (0) 1536 404138 and 404027

Fax:+44 (0) 1536 404034

e-mail:[email protected]

www.corustubes.com

Contact

Tel: +44 (0) 1244 892434

Fax: +44 (0) 1244 892356

e-mail:

[email protected]

www.colorcoat-online.com

Framing Solutions

For medium rise apartments,

as well as individual houses,

Framing Solutions provides off-site

manufactured wall and floor frames.

Quality products, simply assembled

on site enable customers to more

easily manage the demanding

technical and supply chain criteria.

To minimise disruption and simplifythe logistics of constructing these 3

and 4 storey Persimmon apartments

on a tight West London site,

Surebuild panellised, light steel

framing was specified. Framing

Solutions supply chain focus

enabled phased delivery in line with

a sales led build programme.

Tubes

Corus tube division supplies a full

range of hot finished steel tube in

co-ordinated sizes for the residential

sector, under the brand name of

Celsius. The range available, on

short lead times, in square hollow

sections, goes from 40 x 40 up to

400 x 400, in various thicknesses

and, in rectangular sections, from

90 x 50 up to 500 x 300.

The efficiency of Celsius RHS as

columns allows them to be hidden

within standard wall partitions.

They are also used as edge beams.

An RHS frame is ideal with the

Slimdek floor system, and the flat

faces allow easy connection of

panels or balconies. Other options

for use of Slimdek with RHS include

the use of continuous beams over

single storey columns and curved

edge beams.

Colors

The Colorcoat brand provides the

recognised mark of quality and

building envelope expertise

exclusively from Corus. Developed

over 40 years, Colorcoat provides a

range of pre-finished steel products,

services such as transferable

guarantees and colour matching,

and expert advice and guidance on

all aspects of metal envelope design.

This major external refurbishment

of 90 flats in Ashton-under-Lyne

incorporated a flat-pitched

conversion to improve energy

efficiency. Residents were able to

continue living in the apartments

whilst the refurbishment was done

and the new roof has the benefit of

the Confidex guarantee, providing

cover for the Colorcoat HPS200

product for 25 years.



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Sources of information

Sources of information

Publications

A wide range of information is given in Corus and SCI publications as well as SCI Advisory

Desk Notes. The key publications used in the preparation of this sector guide are:

Building Regulations 2000 Approved Document B Fire Safety

The Stationery Office, 2000

Building Regulations 2000 Approved Document E (2003 Edition) Resistance to the passage of

sound Approved Document E Amendments 2004 The Stationery Office

Robust Details Handbook Robust Details Ltd, 2004

Slimdek Manual. Corus Construction & Industrial (www.corusconstruction.com)

Slimdek Residential Pattern Book. Corus Construction & Industrial

(www.corusconstruction.com)

Facts of Living. Corus Construction & Industrial (www.corusconstruction.com)

Steel in multi-storey residential buildings (P332)

The Steel Construction Institute, 2004

Acoustic Detailing for Multi-Storey Residential Buildings (P336)

The Steel Construction Institute, 2004

Websites

www.corusconstruction.com

www.steelbiz.org

www.steel-sci.org/lightsteel



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Technical support for the construction industry

Guidance on the design and use of structural steel

We manufacture a wide range ofstructural sections and plate for building

and civil engineering applications and

provide free advice to the construction

industry on all aspects of design,

specification and use.

Our team of qualified engineers have

extensive experience and are on hand to

give advice on the design and

construction of buildings and bridges.

We can also give specialist advice on

fire engineering, durability and

sustainability.

Our network of engineers covers the

whole of the UK and Ireland and is

supported by a dedicated design team

based at our manufacturing centre in

Scunthorpe.

If your enquiry is about other products

and systems that Corus manufactures,

you will be directed to the relevant

business or source of expertise.

You can contact us in any of thefollowing ways:

Technical hotline

+44 (0) 1724 405060

Email

[email protected]

Website

www.corusconstruction.com

Literature line

+44 (0) 1724 404400

Facsimile

+44 (0) 1724 404224

Address

Corus

Construction Services & Development

PO Box 1

Brigg Road

Scunthorpe

North Lincolnshire

DN16 1BP



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www.corusgroup.com

MRW:5000:UK:08/2004

Care has been taken to ensure that this

information is accurate, but Corus Group

plc. including its subsidiaries, does not

accept responsibility or liability for errors or

information which is found to be misleading.

Copyright 2004

Corus

Corus Construction & Industrial

Construction Services & Development

PO Box 1

Brigg Road

Scunthorpe

North Lincolnshire

DN16 1BP

T +44 (0) 1724 405060

F +44 (0) 1724 404224

email: [email protected]


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