Use the tributary area method. EI value is assumed constant. All spans are referred to the centerline of the members.

DATA : Beam width $=300mm$

Beam depth $=500mm$ below the $100mm$ thick slab

All columns $=500mm500mm$

Floor dead load $=3\mathrm{.}2$kPa

Floor live load $=3\mathrm{.}6$kPa

Unit weight of concrete $=24K\frac{N}{m^3}$

Factored load, $U=1\mathrm{.}2D+1\mathrm{.}6L$

The equivalent uniform service dead load on beam DE in $K\frac{N}{m}$ if $S=2\mathrm{.}5m$ and $L1=L2=6\mathrm{.}5m.$

A$.8\mathrm{.}0$

B$.12\mathrm{.}3$

C$.14\mathrm{.}0$

D$.17\mathrm{.}6$

The equivalent uniform factored load on beam DE in $K\frac{N}{m}$ if $S=2\mathrm{.}5m$ and $L1=L2=6\mathrm{.}5m.$

A$.26\mathrm{.}78$

B$.29\mathrm{.}18$

C$.35\mathrm{.}52$

D$.36\mathrm{.}38$

The equivalent uniform factored load on beam $EH$ in $K\frac{N}{m}$ if $S=2\mathrm{.}5m$ and $L1=L2=6\mathrm{.}5m.$

A$.17\mathrm{.}6$

B$.3\mathrm{.}2$

C$.4\mathrm{.}32$

D$.9\mathrm{.}0$

D

G

Figure $-2$