A monolithic floor system consists of 100 mm thick slabs supported by beams 250 mm wide, 1.8 m on centers. The floor carries a superimposed dead load of 1.0 kPa and live load of 4.2 kPa. For a typical interior span of a slab, calculate by ACI coefficients the maximum ultimate positive bending moment. Express your answer in kN-m, in two decimal places only.

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