“RAUDBETOONKONSTRUKTSIOONID. PROJEKT”
0316
fcd b eff d1 0.85 13.3 1072 410
0.0316
µ = 1 - = 0.0316 1 - = 0.0311
2 2
µ = 0.0311 < µ c = 0.393
MRd = µ fcd b eff d1 =
= 0.031 0.85 13.3 1072 410 10 -6 = 63.4kNm
- 2 14 A S1 = 308mm2
A S1 fyd 308 340
= = = 0.0211
fcd b eff d1 0.85 13.3 1072 410
0.0211
µ = 1 - = 0.0211 1 - = 0.0209
2 2
µ = 0.0209 < µ c = 0.393