E C A For the floor plan shown in figure Q4b, where two one-way spanning slabs...

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E C A For the floor plan shown in figure Q4b, where two one-way spanning slabs are supported on three beams AB, CD, and EF. Both slabs are assumed to be carrying a uniformly distributed load of 5.0 kN/m. Calcuate the deflection @SLS at the mid span beam CD (include the self - weight of the beam). [10 marks] 8 m 5 kN/m 5 kN/m F LL D B 3 m 5 m 5wL4 384EI E=11 kN/mm 8= Density = 350 kg/m BEAM CD: 60mm(width)x200mm(depth) C24 E C A For the floor plan shown in figure Q4b, where two one-way spanning slabs are supported on three beams AB, CD, and EF. Both slabs are assumed to be carrying a uniformly distributed load of 5.0 kN/m. Calcuate the deflection @SLS at the mid span beam CD (include the self - weight of the beam). [10 marks] 8 m 5 kN/m 5 kN/m F LL D B 3 m 5 m 5wL4 384EI E=11 kN/mm 8= Density = 350 kg/m BEAM CD: 60mm(width)x200mm(depth) C24

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