“RAUDBETOONKONSTRUKTSIOONID. PROJEKT”
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
30
= 0.6
= 90° cot = 0
VRd2 = 544 10 3 N > VSd = 92kN
k =1
1,min = 0.0098 < 0.02
[ ]
VRd1 = Rd k (1.2 + 40 1 ) + 0.15 cp b w d1 =
= [0.26 1 (1.2 + 40 0.0098 ) + 0.15 0] 250 606 =
= 62.7 10 3 N
VRd1 = 62.7kN < VSd = 92kN
Tul eb rangid panna!
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