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Home / Projects / NAT (New Area Terminal – Alicante Airport) in Alicante- Spain

NAT (New Area Terminal – Alicante Airport) in Alicante- Spain

Building type: Airport

Country: España

Province: Alicante/Alacant

Year of construction: 2009

Work: NAT (New Area Terminal - Alicante Airport) in Alicante- Spain

Finish: Galvanised steel

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The floors in the car park and the NAT walkways have been constructed using composite sheet slab.

With an area of ​​333,000 square meters, which multiplies by six the area of ​​the current one. The New Terminal Area of ​​the Alicante Airport (NAT) is made up of a processing building and a boarding dock with 16 direct access gangways to the aircraft. In addition to the new terminal, the expansion includes a new car park with a capacity for 4,200 vehicles.

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Building characteristics
Industrial roof application loads
(1) For sections of the roof profile with 2, 3, 4 or more supports, indicate the greatest distances between supports that appear in your project.
Type of environment
Attached documentation
Additional comments
Contact information
Project data
Building characteristics
Application loads for the industrial facade
(1) For sections of the façade profile with 2, 3, 4 or more supports, indicate the greatest distances between supports that are presented in your project.
Type of environment
Attached documentation
Additional comments
Contact information
Project data
Building characteristics
Deck loads
(1) For sections of the roof profile with 2, 3, 4 or more supports, indicate the greatest distances between supports that appear in your project.
Type of environment
Attached documentation
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Contact information
Project data
Structure features
Composite slab characteristics
(1) For the sections of the composite slab with 2, 3, 4 or more supports, indicate the greatest distances between supports that appear in your project. Span length < 5,00 m.
Type of environment
Attached documentation
Additional comments
Contact information
Project data
Building characteristics
Characteristics of the facade
Roof typology

(1) Indicate the length of the span of the arch, which is the greatest horizontal distance between the supports of the curved roofing.

(2) Plan-view dimension representing the full length of the curved roof measured perpendicular to the arch span.

(3) Specify the obstructed area under the canopy, in square meters, as a proportion of the total area of the front or side (transverse or longitudinal) façade, in order to calculate the obstruction factor. If it is a closed construction or there is no obstruction area, indicate 0 m².

Environment characteristics
Type of environment
Attached documentation
Additional comments
Contact information
Project data