Q2. Figure 1 shows the floor plan of a proposed G+2 office building. It consist of one-way slabs spanning between beams on grid lines A, B, C and D. At this stage as a structural engineer you
should design end span of the slab with Leff = 6 m, considering the design loads for the floor
(excluding the self-weight) includes a superimposed dead load (SDL) of 1.5 kN/m² to account
for finishes, ceiling etc and live load 6+(W/10) (Last 2 digits of your id). In addition, a 0.8 kN/m
wall load is applied around the building perimeter and on the beams located internally. Consider
the ends of the slab to be simply supported. Design the flexural reinforcement in the middle of
the end span, check for shear and deflection for the slab according to BS 8110 code provisions.
Consider the overall depth of slab as 200 mm and 12 mm bars along both directions.

the last digits of the Id=71
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