Model
(Manufacturer: THAL STAHLHALLEN)
APPROXIMATE DIMENSIONS BG area: approx. 2022 m² covered area; Hall length: approx. 60.00 m; frame distance: approx. 6.00 m; Hall width: approx. 30.70 m AK frame supports; Roof width: approx. 33.70 m AK roof edge; Eaves height: approx. 7.45 m; ridge height: approx. 10.45 m; DOCUMENTATION: Copies of the original construction documents with the static calculations from 2011 were requested from the archive of the responsible building authority. LOCATION: Central Germany. Viewing by appointment and appointment. Current load assumptions at the current location: Snow load zone 3, sk = 1.38 kN/m2. Wind zone 2, qb = 0.39 kN/m2. NET SALES PRICE: on written request with complete company/contact details.
Oval glass-steel exhibition hall from demolition project. Further details in writing. Request with reference no. hbs1175fO.
SUPPORTING STRUCTURE: The main structure consists of 6 double-hinged frames made of hot-rolled, hot-dip galvanized IPE 330 profiles of steel grade ST.37, with a truss spacing of 5.00 m. The gable supports are made of hot-rolled, hot-dip galvanized HEA 140 profiles. Roof and longitudinal bracing made of 10 mm wire ropes (FE 1570, DIN 3066) with M16 turnbuckles are used for longitudinal bracing. The secondary construction for fastening the building envelope consists of cold-formed MULTIBEAM lightweight profiles made of galvanized strip steel. At the time of planning, a snow load of 0.75 kN/m² was assumed. The structural engineer must check whether there are sufficient reserves for higher snow load zones or which reinforcement measures are necessary to strengthen the supporting structure for your site. ROOFING: The roof consists of HOESCH ISODACH TL 75-0.63 sandwich panels in RAL 90 ...
It is a steel skeleton construction made of hot-rolled steel profiles. Since even the roof purlins are made of hot-rolled profiles, there are sufficient static reserves for a solar system. The dimensions as per drawing: Hall width: approx. 21.40 m AK wall (12.5+5+3.5m); Hall length: approx. 25.40 m AK wall; Frame spacing: approx. 5.00 m; Eaves height: approx. 7.07 m OK steel frame of the crane hall; ca. 3.32 m OK of the hall towing; Ridge height: approx. 8.32 m OK steel of the crane hall at the ridge node; ROOF & WALL: The building envelope is disposed of as it cannot be reused. DOCUMENTATION: The original construction documents from 1981 are available. NET PRICE: on written request with complete company/contact details.
Option to purchase a hall ensemble of approx. 6000 m2 in total (90 x 66 x 6.3 / 8.3 m) or parts thereof. 3-span steel hall in portal construction, which will soon be dismantled. It is a thermally insulated hall, whose supporting structure and most of the cladding as well as various accessories can be reused. APPROXIMATE DIMENSIONS Covered area: approx. 6000 m²; Width of the hall: approx. 66.40 m AK wall Wingspans: approx. (15 + 15) + 15 + 21 m center-center supports; Length of the hall: approx. 90.40 m AK wall; Frame spacing: approx. 5.00 m MM truss; Eaves height: approx. 6.30 m at the intersection of roof and wall; Ridge height: approx. 8.30 m building height; STRUCTURE: The primary structure consists of hot-rolled Euro profiles (IPE and HEA / HEB). The secondary structure to support the building envelope is made of galvanized strip steel and cold-form ...
It is a thermally insulated lightweight hall (built in 2008), whose hot-dip galvanized supporting structure and sandwich cladding together with various equipment can be reused. DIMENSIONS according to construction documents: Covered area: 375.00 square meters; Width of the hall: 25.00 m AK wall; Length of the hall: 15.00 m AK wall; Frame spacing: 5.00 m MM frame supports; Eaves height: 5.24 m at the intersection of roof and wall; Ridge height: 7.30 m building height; Purlin spacing: 2.50 m floor area / 2.54 m roof pitch; Wall beam spacing: 2.50 m; Roof pitch: 10 degrees, symmetrical gable roof; LOAD ASSUMPTIONS: Wind load: 0.59 kN/m2 (DIN 1055-4 March 2005). Snow load: 1.25 kN/m2 (DIN 1055-5 July 2005). Seismic zone: 3 (DIN 4149-4 April 2005). STRUCTURE: The primary structure consists of hot-rolled and hot-dip galvanized IPE solid profiles. Main f ...
