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Exterior wall heat transfer coefficient
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K: 0,37 Kcal / m2 hC ( K: 0,43 W / m2 K )
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Interior wall heat transfer coefficient
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K: 0,36 Kcal / m2 Hc ( K: 0,42 W / m2 K )
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Roof heat transfer coefficient
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K: 0,39 Kcal / m2 hC ( K: 0,45 W / m2 K )
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Earthquake zone
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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.
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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
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