Operational Works Application OPW17/0039

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                                   Sofitel Noosa Sign 1
                                                                            SCF477A_a   Rev      °
     "ISTEI<:
     \T,I'.~'0'.:~JJ~~~-
                                   Wall Mounted Sign WM[4xO.3x21]
                                   14-16 Hastings St.
                   P~,IE '~\~f,~~fRS Noosa OLD 4567
                    v
                                                                            21-Jan-17        6


     VERTICAL SUOPPORTS: CHS WITH TENSION BOLT

         Item           Param                        Formula I Detail         Value     Units
        Forces            W,       Max dead load per fixing point              0.13      kN

                          M,       Max moment on support                       0,01     kNm



      Section
                           L
                        Section
                                   Lenath of CHS I bolt
                                   20 x 1.6 CHS
                                                                                40
                                                                             6060.T5
                                                                                         ...
                                                                                         mm


                           do      Diameter of CHS                              20       mm

                            t      Wall thickness of CHS                        1.6      mm
                            r      Mean radius of CHS                           9.2      mm

                                   Gross area of CHS                           92.5      mm'
                           A,
                          q>N,     Compression capacity of CHS                  9.2      kN
                                                                                         kNm

      Bolt
                          'I'M,
                          Bolt
                                   Moment capacity of CHS
                                   M614.61S1
                                                                               0.04
                                                                                         ...
                           db      Bolt diameter                                 6       mm

                                   Bolt tension area                            20       mm'
                           A,
                          q>N~     Bolt tensile capacity                        6.4      kN

                         q:>Vyb    Bolt shear capacity                          3.6          kN

                            a      Half subtended angle                        0.19      rad

                            A      Arc area                                      6       mm'

                            e      Disn centroid of arc to centre of bolt       9.1      mm

                           Nt      Tension in bait                              0.6          kN

                           N,       Compression in CHS                          0.6          kN

                            f,      Compression stress                          99       MPa

                           q>f,     Factored yield stress                       99       MPa

      STR                  ~,       f, I q>f,                                   1.00    S1       OK

                                    Bolt tension ratio                          0.09    S1       OK
                           ~"                                                                    OK
                            ~,      Bolt shear ratio                            0.04    S1

                           UC       Unity Check                                 0.01    S1        OK