Problem $6\mathrm{.}2$

Design a continuous one$-$way solid slab supported on beams spaced at $4$ m on centers. The width of the beams is $200$ mm $.$ The slab carries a uniform service dead load of $6k\frac{N}{m}2($including self$-$weight of the slab$)$ and a service live load of $5k\frac{N}{m}2.$ Use $fc=21$MPa,$fy=280$MPa,$12mm$ main bar, $10mm$ temperature bar, and the shear and moment coefficient approach. Sketch your design.