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October 2000
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Independent Newspapers – New Printing Facility At City West (No.10 Oct-00)

The new printing facility for Independent Newspapers (Ireland) Limited is situated in the Citywest Business Campus just off the N7 dual carriageway. The projected A?40 million project will move the existing Abbey Street city centre printing and dispatch operation to this new purpose built facility. The facility was designed to meet the twin objectives of providing a fully integrated production flow using state-of-the-art machinery, within a building of visual distinction as designed by Robinson Keefe Devane Architects. The building itself measures approximately 73 m x 49 m on plan, on an overall building footprint of approximately 3475 mA?. From a structural and visual point of view, the building can be split into two distinct parts: an 18 m high single-storey fully glazed press hall to the front of the building and the mailroom/offices to the rear.

Independent Newspapers Citywest Printing Facility

Independent Newspapers’ Citywest Printing Facility

Standing 55m long and 18m in height is the press hall, which, under a white aerofoil shaped roof, should make Citywest a landmark. The press hall structure comprises a lightweight roof supported on steel roof trusses which are supported on steel bow-string faAi??ade trusses to the front and concrete encased steel columns on the mail room side. The 12mm thick curved glass faAi??ade spans vertically onto oval steel transoms that span between the bow-string trusses on a 7.2m grid, which in turn are supported top and bottom with pin connections. Favourable geotechnical conditions enabled the structure to be founded on pad footings bearing on stiff boulder clays. Lateral stability to the structure is provided by the frame action of the 3-storey bay immediately to the rear of the press hall.

Within the press hall, the printing press itself is supported on an in-situ reinforced concrete slab. This slab is supported on concrete columns that are founded on piled foundations. Piles were employed to guarantee that the settlement criterion, dictated by the printing press supplier, was achieved. Due to the sensitivity of the press equipment and the possibility of paper ripping during printing, very tight tolerances were imposed on the design deflection criteria. These criteria included limiting relative deflection between the points of support for the press equipment to 0.5 mm. Also, as a result of the dynamic nature of the printing presses, it was decided to keep the structure supporting the presses completely independent of the press hall structure.

In order to ensure that these deflection criteria were achieved, computer analysis using an iterative process was employed with both a concrete section package and a general structural analysis package. The sectional package calculates the stresses, stiffness and crack width for any given load condition with a given reinforcement configuration. The structural analysis package is a programme for the static analysis of 2-dimensional structures using a stiffness method to produce nodal displacements. The stiffness values obtained from the sectional analysis package can be used to determine the actual moment taken by the section, which leads to a converging iterative process, enabling the determination of the actual deflection at a point for a given stiffness and moment.

Immediately to the rear of the press hall is a three-storey structure that houses the mailroom, plantroom, administrative offices, training rooms and other associated facilities. The three-storey bay, which measures approximately 12.5 m in height, is a steel framed structure with floors primarily comprising SD 225 composite deck. The composite deck spans onto “Slimflor” steel beams, which in turn are supported by steel columns. The use of a Slimflor system negated the need for downstand beams, which was beneficial to the Services Engineer. The frame action of this bay provides the lateral stability to the structure, including that of the press hall.

The roof consists of a lightweight metal deck on a grid of purlins at 3.0 m centres, which in turn are supported on trusses spanning 31.0 m supported by steel columns. Stability to this section of the building is provided by roof bracing, which transfers loads to the full height block walls that enclose the mailroom. The plantroom area is located directly over a two-storey paper store, capable of storing 500 reels of paper. Precast panels are used for the floor structure in this area to achieve the required 11.5m clear spans.

A proprietary cladding system was employed, with the cladding panels supported on a series of steel cladding posts, which span onto a secondary grid of steel. The secondary steel is tied back into the buildingai??i??s main frame.

Due to the highly visual nature of the glazed press hall, concern was expressed regarding the possible distraction the printing presses in motion would cause to passing motorists. For this reason, a condition of the planning permission was to have the building set back a minimum distance of 32m from the N7. Notwithstanding this, passing motorists can still see newspapers being printed at 75,000 copies per hour. Also, a height constraint was placed on the building due to its proximity to Baldonnel Airfield, which ensures approaches to the airfield are not affected.

Joe Burns and Dan Moran
Arup Consulting Engineers
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