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                    สัญลักษณ์และความหมาย

                              N        =    Number of piles required
                          pr
                              S          =    Spacing of piles ( ft )
                          p
                              W        =    Roadway Width ( ft )
                           R
                              N       =    Number of rows or bents
                          R
                              P      =    Maximum load on outside pile ( K )
                          M
                              N         =    Total number of piles
                          T
                              N         =    Number of piles per row or bent
                          P
                              N        =    Effective number of piles
                          pe
                              F         =    Maximum allowable load on the outside pile ( K )
                          A
                              S          =    Spacing between rows or bents ( ft )
                          r
                              P min      =    Minimum load on the outside pile ( ft )

                              F         =    maximum allowable uplift force ( K )
                          u
                              N      =    Number of stringers
                          s
                              f'      =    Actual bearing stress, perpendicular to grain
                          B
                              f        =    Allowable bearing stress, perpendicular to grain
                         B
                              d      =    depth of cap ( also d  )
                                                     c
                          cap
                              b      =    width of cap ( also b  )
                                                     c
                          cap
                         N
                               c min     =    Minimum number of corbels
                              L        =    Design length of corbel
                          c
                                                               2
                              A eff(r)    =    Effective shear area required  ( in  )
                                                                      2
                              A eff(cor)   =  Effective shear area provided by corbel ( in  )

                              N         =    Number of corbels
                          c
                              Spa Cor   =    Spacing of corbels
                              b common CAP   =  Width of common
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