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Dining Hall Buildings

Prefabricated dining hall buildings are used for workers and technical personnel to eat in worksites, all kinds of managers and workers to eat at the factories, citizens in social facilities, soldiers in military facilities, participants in open air and other organizations, needy in soup kitchens and to cook the food in that place.

Comfort conditions are very important for these buildings occupying many people at the same. Ventilation, insulation and interior organization should be solved in the right way.

They should be examined through static calculations as they are large spaced places. Determining column numbers and their places, specified according to static calculations, are important for furniture placement, as well. Choosing of material should be fulfilled by taking into account kitchen appliances and hygiene criteria.

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Technical Specifications

Explanation: Light prefabricated buildings, with their production system as weldless building technology, can be applied to all kinds of layout plans according to their purposes of use in such a way that their widths and lengths will be multiples of 125 cm. Panel measurements are 1250*2500 mm. Light prefab buildings are designed in a way compatible to more than one assembly-disassembly.
All architectural plannings, designs and technical drawings are made with ARCHICAD 9 TR, STRUCAD (Structural Steel Detailing System Version-16) and Autocad, STA4CAD, ÇEL�KPROIV softwares, engineering calculations are made with SAP 2000, CFS software by our technical staff. All material used are TSE certified.

Snow load	80 kg/m2 - TS 498 and TS EN 1991-1-3
Wind speed	102 km/hour (50 Kg / m2) TS 498 and TS EN 1991-1-4
Exterior wall heat transfer coefficient	K: 0,37 Kcal / m2 hC ( K: 0,43 W / m2 K )
Interior wall heat transfer coefficient	K: 0,36 Kcal / m2 Hc ( K: 0,42 W / m2 K )
Roof heat transfer coefficient	K: 0,39 Kcal / m2 hC ( K: 0,45 W / m2 K )
Frame load capacity	200 kg/m2 (for two-storey buildings) T.S 498 (Could be 200/350/500 kg/m2 in respect of utilization purpose and kind according to T.S. 498)
Earthquake zone	Effective ground acceleration coefficient :Ao=0,40 (1.degree earthquake zone ) Building Importance Coefficient (I=1) Moving Load Participation Coefficient (n=0,3,I=1/1,2/1,4/1,5) should be calculated as n=0,3 / 0,6 according to building purpose and type of use.
RELATED STANDARDS	DESIGN-STATIC: TS EN 1993-1-1, 1-2, 1-8+AC, (EUROCODE 3), TS11372, TS498,TS648, TS 6793, TS EN 1991-1-1-3, 1-1-4 (EUROCODE 1), TS EN 1998-1 (EUROCODE 8), IMO-01.R-01/2005, Regulation Regarding Buildings to be Built in Earthquake Zones-2007 PANEL CARCASSES, TRUSS, PURLIN STEEL CONSTRUCTION : Material: DX51D+Z (~St 37) Erdemir quality no 1311, S250GD+Z Erdemir quality no 1325, S320GD+Z Erdemir quality No 1332 , S350GD+Z (~St 52) Erdemir Quality No 1335, standard DIN EN 10346-00, building steel galvanized by zinc coating Production: Galvanized C / U sectioned cold formed profile compatible to JIT production system in TS EN 10162 standards and extruded from rollformer machine, in 0,8-2 mm steel sheet thickness and 40-300 mm web width. Juncture components : Clinch nut, galvanized bolt, nut DIN 960-961,DIN 935-F,8.8 Heat Insulation : Regulation of Heat Insulation (8.05.2000) Sound Insulation : TS 187 and TS 854 (DIN 4109) Fire Resistance : TS 1263, DIN 4102, TS EN 13501-1, Regulation Regarding Protection of Buildings from Fire – 2002
Climate Region	Wall insulation compatible for 3rd climate region ( K:0,50 W / m2 K ). Roof insulation compatible for 1st ~ 2nd climate region ( K:0,40 W / m2 K )