Tensile Structure for "International Circus Festival of Italy"
Customer Project
For twenty years, the Circus Festival in Latina has been thrilling audiences with the world’s most talented artists. The International Circus Festival of Italy, founded by Giulio Montico and operated by the Montico family, has been recognized globally since the first performance. The circus tent built in Latina has made it possible to appreciate the quality of the many artists performing there.
Investor |
Festival del Circo di Latina Via Vincenzo Rossetti 04100 Latina, Italy
www.festivalcircolatina.com |
Structural Design |
Studio Rota Nodari Via M. Zanchi, 85 24022 Bergamo, Italy
|
Mounting |
New Cover S.a.S. V.le Pier Luigi Nervi, 246
04100 Latina, Italy www.noleggiopalchietribune.it |
Model
Structural Design
The membrane-covered cable structure is a temporary structure which includes eight masts as well as poles and steel cables. The floor plan is 196.8 x 118.1 ft with a covered area of 23,099.3 ft2.The structure is covered with highly resistant polyester with polyvinyl chloride coating fabric, a special fabrication for textile structures. The middle masts are varying pipe steel cross-sections with 96.4 x 3.1-inch dimensions from the ground up to a height of 26.2 ft and 88.5 inch x 4.7 inch dimensions to the top of the tent. The poles are 29.9 inches x 1.1 inches and 35 inches x 1.1 inches, spaced at a maximum distance of 6.5 inches. The total membrane height is 43.3 ft.
Write Comment...
Write Comment...
Contact Us
Do you have any further questions or need advice? Contact us via phone, email, chat or forum or find suggested solutions and useful tips on our FAQ page, available 24/7.

New
Parameterizing Models in RFEM 6/RSTAB 9
RFEM and RSTAB programs provide parameterized input as an advantageous product feature to create or adjust models by means of variables. This article will show you how to define global parameters and use them in formulas to determine numerical values.
-
How do I apply the ASCE 7 Orthogonal Directional Combination procedure (100% + 30% rule) to my seismic load in a static analysis?
- Is it possible in the CRANEWAY software to obtain the SLS rotational deformations of a continuous beam at the supports for an isostatic beam in the web plane?
- Why does the load wizard "Member Load from Area Load" give unnecessary concentrated loads?
- Is it possible in the CRANEWAY software to obtain the SLS rotational deformations of a continuous beam at the supports for an isostatic beam in the web plane?