Section $2$: Indeterminate Structure $(45$ marks$)$

Calculate the reactions at supports A$,$ B$,$ C and D for line $2$ using Moment Distribution Method and Force Method, and draw the shear force and bending moment diagrams. Assume EI is constant throughout. Please note that the support $A$ is fixed and other supports are pinned $($B$,$ C$,$ D$).$

Below are other design information:

Slab thickness is $200mm.$

Beam size is $200350mm.$

Concrete Density is $25k\frac{N}{m^3}.$

Live Load acting on floor is $1\mathrm{.}5$kPa.Section $2$: Indeterminate Structure $(45$ marks$)$ Calculate the reactions at supports A$,$ B$,$ C and D for line $2$ using Moment Distribution Method and Force Method, and draw the shear force and bending moment diagrams. Assume EI is constant throughout. Please note that the support A is fixed and other supports are pinned $($B$,$ C$,$ D$).$ Below are other design information: Slab thickness is $200$mm $.$ Beam size is $200\backslash$times $350$mm $.$ Concrete Density is $25$k$($N$)/($m$^(3)).$ Live Load acting on floor is $1\mathrm{.}5$kPa $.$ Moment Dsitribution Method $(25$ Marks$)$ Force Method $(25$ Marks$)$