View source for 6 Wellington Place, Leeds

==Article in [http://www.newsteelconstruction.com/wp/wp-content/uploads/digi/NSCApril2015/index.html#/16/ NSC April 2015]==
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'''On budget with cellular design'''<br>
The latest phase of an on-going [[Multi-storey_office_buildings|commercial development]] in Leeds has reaped the benefits of using a [[Braced_frames|steel-framed]] solution incorporating [[Steel_construction_products#Cellular beams|cellular beams]].<br> 

Leeds city centre has seen a number of changes in recent years as new [[Multi-storey_office_buildings|commercial]] and [[Residential_and_mixed-use_buildings|residential]] schemes alter the landscape of former industrial sites on either side of the River Aire.

One such [[Multi-storey_office_buildings|commercial]] scheme, known as Wellington Place, is located five minutes walk west of the city centre. Here a number of medium-rise [[Multi-storey_office_buildings|commercial]], [[Retail_buildings|retail]], [[Leisure_buildings|leisure]] and [[Residential_and_mixed-use_buildings|residential]] blocks are planned for a site once occupied by Leeds Central Station. The station closed in 1967 and all that remains of the site’s transportation heritage is a wagon hoist tower, once used to lift goods, and the viaduct over the River Aire and Leeds and Liverpool canal.

Developer MEPC envisages turning the site into a prestigious new multi-use quarter and so far it has completed one [[Multi-storey_office_buildings|commercial]] block (10 Wellington Place), started on 6 Wellington Place, with another building (No.5) about to kick off in the coming months. All three buildings have different designs and footprints but one thing they do have in common is that they all have [[Braced_frames|steel frames]].

6 Wellington Place is a six-storey (including ground floor) structure with a basement car park offering 9,600m<sup>2</sup> of Grade A office and retail space.

The structure is wedge shaped in profile, with four elevations. From the widest south facing elevation the building tapers down to the narrowest northern [[Facades_and_interfaces|façade]]. The roof slopes down from the southern [[Facades_and_interfaces|façade]] and conceals a plant deck, while the rooftop of the narrowest part of the wedge accommodates an outdoor terrace for the topmost offices.
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Arup did the original [[Concept_design|concept design]] for No.6, and this was then value engineered by the Shepherd Construction-led project team to make it as efficient as possible ([[#Cellular solution|see below]]). “By using [[Steel_construction_products#Cellular beams|cellular beams]] throughout the building we’ve made the [[Braced_frames|steel frame]] lighter and more cost-effective,” says Shepherd Construction Project Manager Dan Miller. “A lighter frame requires shallower foundations which means we have a quicker programme.”

Prior to Billington Structures starting its [[Construction#Steel erection|steel erection]] programme Shepherd had completed the project’s early works. These included digging out the basement car park, constructing the concrete retaining walls and installing CFA piled foundations.

Two main concrete slip-formed lifts [[Concept_design#Concrete or steel cores|cores]], along with three smaller stair cores, provide the [[Braced_frames|steel frame]] with its [[Concept_design#Structural options for stability|stability]].

The steel columns begin at basement slab level and a regular [[Concept_design#Floor grids|grid pattern]], based around columns spaced at 7.5m and 11.8m centres, extends upwards to roof level.

A slightly higher floor-to-ceiling height of 5.5m is accommodated within the ground floor, which will house the office entrance foyer and some retail units. Another prominent feature is the centrally positioned full-height [[Steel-supported_glazed_facades_and_roofs#Atrium Roofs and Sky lights|atrium]] that will allow natural light to penetrate the building’s inner zones.
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The majority of the project’s steelwork has been [[Construction#Steel erection|erected]] using the onsite [[Construction#Tower cranes|tower crane]] working in conjunction with two MEWPs, each with a 40m-high maximum reach. “The only exception was a 6.5t transfer beam at first floor level supporting two 24m high, five-storey columns across the 10m-wide opening required for the basement car park entrance,” says Billington Structures Project Manager Dave Higgins. This was the heaviest steel member [[Construction#Steel erection|erected]] for the job and it required Billington to bring a 60t-capacity [[Construction#Mobile cranes|mobile crane]] to site.

However this wasn’t the largest piece of craneage needed for the steel programme. As the majority of the [[Braced_frames|steel frame]] was [[Construction#Steel erection|erected]] from within the building’s footprint, there came a point when the company had to complete the final [[Concept_design#Floor grids|grids]] from outside the footprint.

The MEWPs gained access onto the basement slab via a temporary ramp, but as the job progressed this had to be removed. This left the MEWPs, which weigh more than 20t each, with no way out other than being lifted. “The MEWPs are very large and were chosen for their reach which proved to be invaluable during the [[Construction#Steel erection|steel erection]] programme, but to get them out of the basement we had to use a 220t-capacity [[Construction#Mobile cranes|mobile crane]],” says Mr Higgins.

Billington Structures completed the steel programme in February and, as well as [[Construction#Steel erection|erecting]] 700t of steelwork, the company also installed 3,000m of its easi-edge safety barriers and 14,000m<sup>2</sup> of [[Steel_construction_products#Decking for floors|metal decking]].

6 Wellington Place is scheduled for completion in December.

==Cellular solution==
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ASD Westok engineers worked closely with Shepherd Construction and Billington Structures to value engineer the frame.

The floor beam solution comprises 11.8m span [[Steel_construction_products#Cellular beams|Westok floor beams]] spaced at 3.75m centres. The architect had placed a 700mm depth limit on the beams, and so Westok provided a minimum 500mm diameter cell hole across the full width of each floor beam. This ensures the current [[Service_integration|service requirements]] are met, and also provides for maximum flexibility in future-proofing the service needs of the building.

ASD Westok Design Team Leader John Callanan comments: “This is a very good example of the return of the [[Multi-storey_office_buildings|commercial office]] sector. As we move out of recession, we’ve noticed a significant upturn in [[Braced_frames|steel-framed]] office developments.”

{|class="wikitable" width="400"
|-
|'''Architect'''||CJCT
|-
|'''Structural Engineer'''||Arup
|-
|'''Steelwork Contractor'''||Billington Structures
|-
|'''Main Contractor'''||Shepherd Construction
|-
|'''Main Client'''||MEPC
|}

[[Category:Case studies - Multi-storey office buildings]]