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CASEstudy<br />

Boeing Hangar proves sky is the limit for Tekla<br />

Forming part of Boeing's strategic plans to expand its Global Fleet Care Service, the<br />

construction of a new Boeing Hangar at Gatwick was a significant project, with digital<br />

technology and BIM at the heart of its successful delivery<br />

Designed by D5 Architects and<br />

measuring 150 metres by 95<br />

metres, approximately the same<br />

size as two football pitches, the<br />

construction of the new Boeing Hangar<br />

at Gatwick required around 3000<br />

tonnes of structural steelwork.<br />

Designed to enable servicing of the<br />

787 dreamliner and 737MAX, the<br />

hangar was also to provide future<br />

accommodation for the new 777-9X,<br />

set to be Boeing's largest and most<br />

efficient twin-engine jet plane, larger<br />

than Boeing's 747 jumbo jet.<br />

Appointed as the lead design<br />

consultant on the<br />

project,<br />

Mott MacDonald was contracted to<br />

deliver the structural, civil,<br />

infrastructure and MEP design, while<br />

JD Pierce, structural steelwork<br />

contractor, was tasked with detailing<br />

and fabricating the hangar's steel<br />

frame. With both of them playing key<br />

roles in the delivery of the project, they<br />

each turned to Trimble's suite of Tekla<br />

software for support.<br />

Talking about the project, Pierre-Louis<br />

Morcos, who led the Mott MacDonald<br />

team, said: "Unsurprisingly, this was a<br />

hugely exciting project from our<br />

perspective as structural engineers.<br />

Given the structure's function as an<br />

aircraft hangar, providing a large and<br />

column-free space was imperative,<br />

ensuring there is sufficient room<br />

to safely manoeuvre<br />

aircrafts<br />

within the hangar to meet the functional<br />

requirements. For us, this obviously<br />

meant that we were limited in terms of<br />

available space to position our<br />

supporting structure and had to<br />

carefully consider load paths and the<br />

overall stability of the structure in both<br />

the temporary and permanent case."<br />

Mott MacDonald carried out the main<br />

steel frame analysis in Tekla Structural<br />

Designer, with a hybrid of braced and<br />

portal frame with a notch-back profile.<br />

Pierre-Louis Morcos continued: "There<br />

were numerous challenging factors for<br />

our team to consider, in addition to the<br />

structural frame's lateral stability,<br />

buckling, thermal effects, and wind<br />

loads. Given the large uninterrupted<br />

internal space and heights associated<br />

with 5 to 10-storey buildings, we were<br />

working with some really long steel<br />

spans. As a result, it was essential that<br />

we considered buildability and<br />

transportation<br />

constraints<br />

May/June 2021 9

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