Ok

28.3 x 106 400 x 193

Use 4T12 (452 mm2/rib) top at interior support

Minimum longitudinal reinforcement with b = 160 mm 5.4.2.1.1(1) A < 0.6 bdlf. <0.0015 bd = 56 mm2/rib < A ...OK

Maximum longitudinal reinforcement 5.4.2.1.1(2)

s c s,prov

= 29.8 kN/rib at interior support

Shear resistance with no axial load

0 0

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