Page 948 - Industrial Power Engineering and Applications Handbook
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       Table 28.9  Checking suitability of  insulators

                                           Example 28.12                  Example 28.6
                                           Figures 28.34 and 28.36        Figures 28.16 and 28.37
       1 Cross-breaking stress X,  at
       section a - a                       F,,  = 51 4 kgflcm'            F,,  = 1189.36
            1.5 F,  . I
        Xb =-                              I=  1.3 cm                     L = 1.3 cm
             A.5'
                                           A = 1.5 cm                     A = 1.5 cm
                                           B = 0.6 cm                     B = 2.24 cm
                                                                           .
                                             x, =  1.5 x  514 x  1.3      '.   - 1.5 x  11 89.36 x  1.3
                                                    1.5 x 0.6'                b  -   1.5 x  2.24'
                                           = 1856 kgflcm'                 = 308 kgflcm2
       Shared by                             4 fingeres                     4 wedges
       Factor of  safety                     100%                           100%
        :.  Minimum cross-breaking stress the   - 1856                     =mx2
                                               4                             4
         supports should be able to withstand   = 928 kgflcm'             = 154 kgf/cm2
       Inference                           Only SMC supports must be used   DMC supports can be used
              .~
        ~~
                                                                                     ~~
       Shearing stress S, at section a - a   A = 0.6 x  1.5 cm2           A = 2.24 x  1.5 cm2
        s,  = 5                                    514                           1189.36
            A                               :.  s, = ~  0.6 x  1.5         :.  s, =  ~  2.24 x  1.5
       (A = cross-sectional area of  section a - a)   = 571  kgflcm2           = 354 kgflcrn'
       Shared by                                 4 fingers                      4 wedges
       Factor of safety                          100%                           1000/0
                                                -- 571 x 2
        :.   Min. shearing stress the           -                              =Ex2
                                                  4                              4
       support should be able to withstand      = 285.5  kgWcm'                = 177 kgfhm'
        Inference                          DMC supports may be used       DMC supports can be used
                                           but limiting factor is cross-breaking
                                           stress hence only SMC supports
                                           must be used
       3 Bending (cantilever)              L = 3.9 cm                     L = 3.9 cm
       or flexural stress, 6, at           a = 1 .O  cm                   a = 1.0 cm
                  F,  . L
        Section y-y,   ~                   b = 6 - 2 x 0.85               b = 5.2 - 2 x 0.85
                   M
                                             = 4.3 cm                       = 3.5 cm
       where
              a.
        M= 1. b2                            :.  M = 1 1 .o x (4.3)Z        :.   M = 1 1.0 x  3.52
                                                   x
                                                                                  x
           6                                     6                              6
                                               = 3.08 cm3                     = 2.04 cm3
                                                     514 x 3.9              and   - 1189.36 x  3.9
                                                       3.08                            2.04
                                             and  B,  =  ~                       s-
                                           = 650.8  kgflcm'               = 2273.8 kgf/cm2
       Shared by                             4 supports                     2 supports
       Factor of safety                      100%                           100%
                                                                            2273.8
        :.  Min. bending stress the supports   - 650.8                     --
                                            --
                                               4                              2
         may have to withstand             = 325.4 kgflcm2                = 2273.8 kgf/cm2
                                                                                           (Contd.)
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