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An RC slab 130 mm thick is reinforced with 10 mm bars at 100 mm c/c. Also, cover to centre of bars is 20 mm and M20 concrete and Fe 500 steel are used. Calculate the safe u.d.l. (in kN/m) excluding self weight, which the slab can carry on an effective simply supported span of 3.5 m. (Answer up to two decimal places)

 
16.64 kN/m
43.64 kN/m
9.95 kN/m
10.1 kN/m

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How can u solve this example of slab by method of beam .