Page 83 - Civil Engineering Formulas
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R  C  B  (a)  R  M R  V R  L  (b)  M R  M L  R  +  +  R  L  R  L  k(l – k)PL  (c) Any span of a continuous beam (a) can be treated as a simple beam, as shown in
                         P
                          kL                               (b) and (c). In (c), the moment diagram is decomposed into basic components.
           P
                                                   kL
                                            L
                                 V L         =
                L
                            M L           M R
                                              R  k(l – k)PL


                A                                 kL
                                              L           FIGURE 2.4
                                         M L











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