“RAUDBETOONKONSTRUKTSIOONID. PROJEKT”
5 3
siis s max = 0.6 d1 = 0.6 594 = 356mm > 300mm
32
A sw 226
s= = = 132mm < smax = 300mm
A sw / s 1.71
Võtan s=130mm
A sw 226
w = = = 0.0070 > w,min = 0.0016
s b w sin 130 250 sin 90°
- VSd = 83kNm
= 0. 6
= 90° cot = 0
VRd2 = 544 10 3 N > VSd = 83kN
k =1
1,min = 0.0067 < 0.02
[ ]
VRd1 = Rd k (1.2 + 40 1 ) + 0.15 cp b w d1 =
= [0.26 1 (1.2 + 40 0.0067 ) + 0.15 0] 250 606 =
= 57.8 10 3 N
VRd1 = 57.8kN < VSd = 83kN
Tul eb rangid panna!
Vwd = VSd - VRd1 = 83 - 57.8 = 25.2kN
A sw Vwd 25.2 10 3
annaabi.ee 
