“RAUDBETOONKONSTRUKTSIOONID. PROJEKT”
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
lb,net,18 = = 333mm
1018
lb,min,18 = 0.3 665 = 200mm 10 18 = 180mm
Võtan lb,net = 333mm
Vahetod B ja D:
a = 1
A s,req = 1742mm2
A s,prov = 2056mm2
1 739 1742
lb,net,20 = = 626mm
2056
lb,min,20 = 0.3 739 = 222mm 10 20 = 200mm
Võtan lb,net = 626mm
a = 1