Millihæð/lagerpallur 10.183 m2

föst verð aukaskattur bætist við
175.000 EUR
Ástand
Notað
Staðsetning
Kąty Wrocławskie Pólland
Millihæð/lagerpallur 10.183 m2
Millihæð/lagerpallur 10.183 m2
Millihæð/lagerpallur 10.183 m2
Millihæð/lagerpallur 10.183 m2
Millihæð/lagerpallur 10.183 m2
Millihæð/lagerpallur 10.183 m2
Millihæð/lagerpallur 10.183 m2
Millihæð/lagerpallur 10.183 m2
Millihæð/lagerpallur 10.183 m2
Millihæð/lagerpallur 10.183 m2
Millihæð/lagerpallur 10.183 m2
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Millihæð/lagerpallur 10.183 m2
Ástand:
notaður

Verð og staðsetning

föst verð aukaskattur bætist við
175.000 EUR
Staðsetning:
ks. Jerzego Popiełuszki, Kąty Wrocławskie, Polska Pólland
Hringdu

Tilboðsupplýsingar

Auglýsingarauðkenni:
A18894311
uppfærsla:
síðast þann 10.04.2025

Lýsing

The trustee will sell

The mezzanine (pictured) consisted of two floors, and the total area was 10,183.3 m2.
The price includes the entire metal structure, including safety barriers on the floors, stairs and a goods lift. The mezzanine is disassembled into parts and prepared for transport.

total area 10,293.0 m²
usable area
level +3.758 = 4,930.4 m²
level +6.656 = 5,252.9 m²
Iedpfxewaxtio Afwetn
total 10,183.3 m²
Cubature 35,278.3 m³

The mezzanine (pictured) consisted of two floors, and the total area was 10,183.3 m2.

From the description of the building permit:

The main load-bearing system of the designed mezzanine is made of steel frames in the longitudinal direction consisting of steel columns with a cross-section of RK110x3 (level I columns) and RK120x4 (ground floor columns) and RK 140×4 (ground floor columns in axis XII, between axes a-j) rigidly attached to the ground (floor slab) and beams with a profile of IPE 240. The entire frame structure is designed from S275 steel. The role of the secondary beams of the ceiling is played by thin-walled elements of the Sigma type 220x65x1.5 (S390 steel) with a spacing of ~68 cm.

The objects connecting both floors of the mezzanine are single-flight steel stairs with intermediate landings. The stairs will be made of S275 steel as elements supported at both ends and additionally supported at ground floor level in the middle of their span on intermediate steel posts.

In the plane of secondary ceiling beams (Sigma 220x65x1.5), steel braces with a profile of RO 26.9×2.9 will be installed in the middle of their span.

"The entire structure is designed for a maximum, characteristic useful load from stored materials equal to 5kN/m2"

Gebhardt Foerdertechnik GMBH crane

Type: ConVer146
Year of production: 2009
Manufacturer number: 2080104
Load capacity: 980 kg

If you have any questions, please contact us.

Þessi auglýsing var sjálfvirkt þýdd. Villa í þýðingu gæti verið til staðar.

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Skráð frá: 2024

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