"vajalikpindala" - 1 õppematerjal

“RAUDBETOONKONSTRUKTSIOONID. PROJEKT”

B 1900 Valin 1012 A S = 1131mm2 s= = = 190mm n 10 -Ankurdamine - Varda baasankurdus fyd lb = 4 fbd 12 340 lb,12 = = 443mm 4 2.3 - Varda ankurduspikkusest armatuuri vajalikpindala 48  lb,min = 0.3 lb = 0.3 443 = 133mm 10 = 10 12 = 120mm lb,net = (B - b1 ) - c = (1900 - 1000 ) - 100 = 350mm > 133 2 2 a lb A s,req lb,net = A s,prov a lb A s,req A s,prov = lb,net a = 1