A rectangular slab panel is $3\mathrm{.}6$ m x $5\mathrm{.}7$ m and is $165$ mm thick. One of its long edges is unsupported

while the supported edges are all fixed. If it sustains a service live load of $5$ kPa, and the weight

of the slab is the only dead load it sustains $($concrete density at $23\mathrm{.}56$ kN$/3),$ determine the

required reinforcement. fc$=28$ MPa; fy $=415$ MPa. Use $1\mathrm{.}2$ and $1\mathrm{.}6$ as load factors for dead and

live loads respectively.