ألواح الأسقف ذو الأغطية – الحدوات MP-5RM 5

It is preferred on low slope roofs where the slope is below %5, such asfactory buildings, industrial buildings, military structures, gricultural structures,sports facilities,construction site buildings, silos, hypermarkets, shopping malls,state buildings and thermal power plants.

U value calculated due to TS EN 14509.U value converted to American R Value.

Notes:
. Values have been calculated using the allowable “Stress Design” method, taking self weight, imposed loads (wind load) and temperature (Δt=±20ºC) into account.
. If loads are effected as downwards l/200 and l/150 , ıf loads are effected as suction l/150 deflection limits have been used
. Values have been calculated using the steel quality fγ=240 Mpa(Yield Strength).