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essentials in the theory of framed structures bfig 158 elh 72 x 6 x 8 72 x 9 x 18 mi5 x 20elh mi5 x 20 ii iiwhence m 252 as beforeafter the reactions have been determined the bendingmoments at c and d and the deflection at any point may becomputed the elastic curve when drawn will have the generalconfiguration shown in fig 159 2s6 theory of framed structures chap vi i6i in fig 1580 pqs is the m diagram when ac h con sidered as a simple beam and sotv is the m diagram whencb is considered as a simple beam then the area puv s addedto provide the bending m 2ajfket.jpg

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