“RAUDBETOONKONSTRUKTSIOONID. PROJEKT”
4 2.3
22 340
lb,22 = = 813mm
4 2.3
25 340
lb,25 = = 924mm
4 2.3
- Varda nõutav ankurduspikkus
a lb A s,req
lb,net = lb,min
A s,prov
lb,min = 0.3 lb 10
Esimene ja viimane ava:
a = 1
A s,req = 1491mm2
A s,prov = 1805mm2
1 739 1491
lb,net,20 = = 610mm
1805
lb,min,20 = 0.3 739 = 222mm 10 20 = 200mm
Võtan lb,net = 610mm
a = 1
A s,req = 509mm2
A s,prov = 1491mm2
1 924 509
lb,net,25 = = 315mm
1491
lb,min,25 = 0