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Home / Projects / Paddle court in Carbajosa de la Sagrada (Salamanca)- Spain

Paddle court in Carbajosa de la Sagrada (Salamanca)- Spain

Building type: Sports and multipurpose facilities

Country: España

Province: Salamanca

Year of construction: 2015

Amount: 250 m2

Work: Self-supporting curved roof for a paddle tennis court

Finish: Granite 25 pre-painted steel

Related systems:

Related products:

INCO 70.4 Curved

The INCO 70.4 product has been chosen on this occasion thanks to its speed of assembly, durability and good aesthetic finish for the upper enclosure of the paddle tennis court located in the Carbajosa de la Sagrada sports hall.

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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