Please answer the problem

hint: Answer are $198\mathrm{.}97$kNm$,60$kNm$,358\mathrm{.}81$knm$.$ Using $2010/2015$

The floor framing plan on a reinforced concrete is shown in the figure. The column are $400mm400mm$ and the rectangular beams are $320mm$ wide and total depth of $350mm.$ The section support EFGH is also shown in the figure. $f^{\text{'}}c=30$MPa and fy $=415$MPa. Use NSCP coefficients for continuous beams and slabs

Calculate the ultimate moment strength capacity of the beam $222\mathrm{.}78kNm$

$198\mathrm{.}97kNm$

$203\mathrm{.}11kNm$

$200\mathrm{.}80kNm$

Calculate the maximum factored load $w_u$ that can be supported by beam EFGH

$68k\frac{N}{m}$

$62k\frac{N}{m}$

$60k\frac{N}{m}$

$61k\frac{N}{m}$

If $h=500mm,$ calculate the nominal strength of the beam

$358\mathrm{.}81kNm$

$322\mathrm{.}93kNm$

$403\mathrm{.}99kNm$

$421\mathrm{.}21kNm$