1^st design stair
INPUT DATA:
fcu= 250 kg/cm²
fy= 3500 kg/cm²
R .15 m.
S .27 m.
H .25 m.
Cover .025 m.
W 1.07 m.
L1 .27 m.
L2 1.89 m.
L3 1.2 m.
Live load 0.30 t/m²
Dead Load .15 t/m²
1- Loads
Wu (Landing) = (1.4* OwL + 1.4*DL + 1.6 * LL) * W
Wu (Landing) = 1.675 t/m
Wu (Flight) = (1.4 * OwF /cosf + 1.4*DL / cosf + 1.6 * LL) * W
Wu (Flight) = 2.163 t/m
2- Flight
R1= 3.147 ton
R2 = 3.403 ton
X_Zero shear 1.634 m.
Mumax 2.870 m.t
3- Shear stength
9.7980 kg/cm²
qu = Qu/ b*d 1.4520 kg/cm²
4- Reinforcement
As min.= 4.0171 cm²
As = 4.4200 cm²
5- Details
As 4.00 F 12
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