Use $=28$ MPa, and $=420$ MPa, $$ Unit weight of concrete, $\_=25$ kN$/$m$^3$ Live Load $($LL$)=3$ kN$/$m$^2$ Floor Covering $($FC$)=2$ kN$/$m$^2$ Slab thickness $=160$ mm $$ Column dimensions $=300$ mm x $300$ mm $$ All beam widths $=300$ mm Required: $(80$ points$)1.$ For Beam along Axis C: i$.$ Show the live load pattern to evaluate the maximum positive moment within the span C$-1-2($along axis C and between axes $1$ and $2).(5$ points$)$ ii$.$ Show the live load pattern to evaluate the maximum negative moment over the support at Axis $2.(5$ points$)2.$ Use the tributary area method to evaluate the equivalent uniform ultimate load for moment and shear calculations on Beam along Axis C$.(20$ points$)3.$ Use the ACI code coefficients to draw the bending moment and shear force envelopes. $(10$ points$)4.$ Design the critical sections for flexure. $(10$ points$)5.$ Provide the shear reinforcement along each span using the maximum shear force in each span. $(10$ points$)6.$ Draw the longitudinal and cross sectional reinforcement distribution $(20$ points$)$