“RAUDBETOONKONSTRUKTSIOONID. PROJEKT”
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
A s,req = 997mm2
1 443 997
A s,prov = = 1263mm2
350
B 1900
Valin 1212 A S = 1357mm2 s= = = 158mm
n 12
Võtan 12 s.150
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LISA. JOONISED
50