“RAUDBETOONKONSTRUKTSIOONID. PROJEKT”
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 = 0.3 924 = 277mm 10 25 = 250mm
Võtan lb,net = 315mm
Keskmised avad:
a = 1
A s,req = 1018mm2
35
A s,prov = 1219mm2
1 591 1018
lb,net,16 = = 494mm
1219
lb,min,16 = 0.3 591 = 177mm 10 16 = 160mm
Võtan lb,net = 494mm
a = 1
A s,req = 509mm2
A s,prov = 1018mm2
1 665 509