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Home / Projects / INCO 70.4 Composite Slab for KFC in Alzira (Valencia) – Spain

INCO 70.4 Composite Slab for KFC in Alzira (Valencia) – Spain

Building type: Almacén/Nave industrial

Country: España

Province: Valencia/València

Year of construction: 2015

Amount: 1500 m2

Work: Composite slab for Kentucky Fried Chicken Restaurant

Finish: Galvanised steel

Related systems:

Related products:

The metal deck was chosen to build three floors of the new KFC in Alzira. Both intermediate floors and the roof was made with mixed system of composite slab and covered deck.

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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
Additional comments
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