“RAUDBETOONKONSTRUKTSIOONID. PROJEKT”
= 52.6 10 3 N
VRd1 = 52.6kN < VSd = 161kN
Tul eb rangid panna!
Vwd = VSd - VRd1 = 161 - 52.6 = 108kN
A sw Vwd 108 10 3
= = = 0.97mm2 / mm
s 0.9 d1 fywd 0.9 606 204
Valin 2 10 A sw = 157mm2
1 544 2 2 544
VRd2 = = 109kN < VSd = 161kN < VRd2 = = 363kN
5 5 3 3
siis s max = 0.6 d1 = 0.6 606 = 364mm > 300mm
A sw 157
s= = = 162mm < s max = 300mm
A sw / s 0.97
Võtan s=160mm
A sw 157
w = = = 0.0039 > w,min = 0.0016
s b w sin 160 250 sin 90°
- VSd = 92kNm
annaabi.ee 
