Waste water treatment plant in Germany:
ing. Roman Balík, ing. Emauel Novák, 2000
The reinforced structure of the Waste water treatment plant was calculated. The high attentions was devote prediction of cracks. The calculation was made according to CSN and DIN law. On the base of the wall have to used two times armature for keeping max. widh of the cracks (w=0,30 mm). We compared number of using armature according CSN and DIN law. The weigh of armature is about 25 % higher according DIN law. projekt »
The reinforced structure of the Waste water treatment plant was calculated. The high attentions was devote prediction of cracks. The calculation was made according to CSN and DIN law. On the base of the wall have to used two times armature for keeping max. widh of the cracks (w=0,30 mm). We compared number of using armature according CSN and DIN law. The weigh of armature is about 25 % higher according DIN law.
