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

A frame shown below is designed to support a triangular load with a maximum magnitude of

$Wk\frac{N}{m}(W$ and $P$ same values as per Force method question$)$ and $PkN$ acting on the middle

span as shown in the figure below. This beam is pinned at all ends except $B$ which is

continuous. The length of member $AB$ is $L,H$ are $=3\mathrm{.}2m.$ El is constant for all spans.

Please use slope and deflection method to calculate the theta values and the moments using

the equations. SFD$,$ BMD is not required for this question.

Input the value of moment MBC in the box below $($without signs and units, just the number

with decimals$)$:

Frame arrangement on pins at all ends except the continuous end marked B: