A continuous beam ABCD supports a combination of uniformly distributed and
concentrated loads as shown in Figure 1. The beam’s flexural rigidity, EI is constant
D C B A
2 m 2 m
1) Using the method of moment distribution determine the bending moments at
each support after completing 4 iterations. The self-weight of the structure may
2) Draw a neat sketch of the final bending moment diagram. Annotate the diagram
with key values.
3) Calculate the support reactions.
Fixed End Moment data are available on the next page.
A succinct report 10 pages max showing full details of all calculations carried out.
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