P & W $=6\mathrm{.}43$kN

For the beam shown below, the span $L1$ is $=4\mathrm{.}8m$ and the span Length $L2$ is $7\mathrm{.}2m.$ Support A

is roller and $D$ is Fixed, & $B$ and $C$ are continuous supported by pins. $W$ and $P$ are as per Force

method question. Use Moment Distribution Method to calculate moment values using a

minimum of $3($yes $3,$ not $5)$ iterations. Your work our MUST include the table and draw SFD$,$

BMD using calculations similar to VP Task $($but NO excel $-$ hand written please$).$ Use El for

members $AB={237}^{**}{10}^6,BC={160}^{**}{10}^6,$ and $CD={314}^{**}{10}^6$ in $m{m}^4.$ Input the value of

maximum positive bending moment $($without sign and units, just the number in the box

below: