“RAUDBETOONKONSTRUKTSIOONID. PROJEKT”
MSd = 5.30kNm
MSd 5.30 10 6
µ= = = 0.0833
fcd 1000 d12 0.85 13.3 1000 752
= 1 - 1 - 2 µ = 1 - 1 - 2 0.0833 = 0.0871
fcd 1000 d1 0.0871 0.85 13.3 1000 75
A S1 = = = 217mm2
fyd 205
Valin 8 6 A S1 = 226mm2
1000
s= = 125mm
8
s max = 1.5 h1 = 1.5 90 = 135mm
s = 125mm < s max = 135mm
5
A S1 226
1 = = = 0.0030
1000 d1 1000 75
Võtan 6 s.125
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