Page 176 - Schaum's Outline of Theory and Problems of Applied Physics
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CHAP. 13]                               ELASTICITY                                    161



                                          s


                                                        A
                                    d
                                         f                          F

                                      F




                                                 Fig. 13-4

        SOLVED PROBLEM 13.8
                                                           8
              The shearing strength of a certain steel alloy is 2.5 × 10 Pa. Two 5 mm-diameter bolts of this alloy are
              used to fasten a bracket to a wall. What is the maximum load the bracket can support without shearing
              off the bolts?
                                                                              2
                  The shearing stress here is exerted perpendicular to each bolt, so for each bolt A = πr and, since r = 0.0025 m,

                                      F                8   2           2
                                F =        (A) = (2.5 × 10 N/m )(π)(0.0025 m) = 4.9kN
                                      A
                                        max
              The combined load is twice this, or 9.8 kN. The corresponding mass is 1000 kg.
        SOLVED PROBLEM 13.9
              How much force is required to punch a hole  1 2  in. in diameter in a steel sheet  1 8  in. thick whose shearing
                                  2
                             4
              strength is 4 × 10 lb/in. ?
                  The shear stress is exerted over the cylindrical surface that is the boundary of the hole (Fig. 13-5). The area of
              this surface is
                                     A = 2πrh = (2π)(0.25 in.)(0.125 in.) = 0.196 in. 2
              Since the minimum shear stress needed to rupture the steel is

                                                F           4    2
                                                     = 4 × 10 lb/in.
                                                A  min
              the required force is
                                       F                4  lb       2

                                  F =       (A) = 4 × 10     (0.196 in. ) = 7840 lb
                                        A                in. 2
                                          min
                                               h



                                                    r       A = 2prh







                                                    Fig. 13-5
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