Galvanized 3 meter mast kit

Removable 3 m high tubular mast made up of modules for easy transport. Includes a door for connections. Rust resistant due to hot-dip galvanizing

Maximum horizontal load allowed due to wind action

Maximum load at the tip with wind of 130 km/h (pressure 900 N/m2): 440 N (base 0.46 m2)

Maximum load at the tip with wind of 150 km/h (pressure 1080 N/m2): 430 N (base 0.40 m2)

Structure weight: 16 kg

Maximum overturning moment at the base: 2.25 kNm

Calculation assumptions

Data calculated by applying second-order finite elements. Combination of weight and wind loads in the ULS (Ultimate Limit State) with a safety coefficient of 1.40 for wind and 1.10 for self-weight. The result is in accordance with Eurocode 3

Recommended foundation

Reinforced concrete matrix (a x b x h)

Use with the maximum permitted load: 0.6x0.6x0.8 m

The foundation calculation was carried out using the Sulzberger method, which is based on an experimentally verified principle, which establishes that for limited inclinations of the support-foundation set, at an angle “α” in relation to the vertical, such that “tg α ≤ 0.01”, the soil behaves elastically, resulting in a reaction in the vertical walls of the foundation that counteracts at the moment of overturning.

Considerations:

- Wind of 150 km/h (pressure 1080 N/m2)

- Average soil: specific weight (1700 kg/m3); permissible pressure (1.8 kg/cm2); compressibility (3 kg/cm3); soil-concrete friction (0.4)

- Safety margin S (Me/Mv ≥ 1.5), where Me is the soil stabilization moment and Mv is the overturning moment.

- Proper assembly, as if the structure were embedded in the concrete matrix.

Due to its size it is only available in our physical store,

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