Page 261 - Marks Calculation for Machine Design
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P1: Shibu
                                      14:56
                          January 4, 2005
        Brown.cls
                 Brown˙C06
                                     STATIC DESIGN AND COLUMN BUCKLING
                      Example 4 (Sec. 5.3):
                                    σ 1 − σ 2  1  10 − (−10)  20                  243
                                           =   =          =    = 1.67
                                      S y    n      12      12
                                              1
                                         n =     = 0.60 (unsafe)
                                             1.67
                    whereagainthefactors-of-safetyaresmallerthanobtainedwiththedistortion-energytheory.
                    This is what is meant by being more conservative, or more restrictive.
                                                 SI/Metric
                    Example 1. Plot the combinations given in the table below of the principal stresses (σ 1 ,σ 2 )
                    from several selected examples presented earlier in Chap. 5, on a static design coordinate
                    system for ductile materials. Show the boundaries of the recommended theories for deter-
                    mining if the combinations are safe, along with the four special load lines shown in Fig. 6.7.
                    Also, determine the factor-of-safety for each combination. Use a yield strength (S y ) of
                    84 MPa that is at the low end for magnesium alloys.


                              Summary of the principal stresses from selected examples (in MPa)
                               Example    Principal stress (σ 1 )  Principal stress (σ 2 )
                               5(§5.2)          83                −33
                               2(§5.3)          84                  0
                               3(§5.3)         112                 56
                               4(§5.3)          70                −70



                    solution
                    Step 1. Plot the combinations of principal stresses from the given table.
                      This is shown in Fig. 6.9. Notice that the combination of principal stresses for Example 5
                    (Sec. 5.2) falls outside the boundary in the fourth (IV) quadrant, the combination for
                    Example 2 (Sec. 5.3) falls on the uniaxial load line directly on the boundary, the combination
                    for Example 3 (Sec. 5.3) falls on the (σ 1 = 2σ 2 > 0) biaxial load line outside the boundary,
                    and the combination for Example 4 (Sec. 5.3) falls on the pure shear load line outside the
                    boundary.
                    Step 2. Identify which theory is appropriate for each combination.
                      For all the examples the distortion-energy theory gives the most accurate information.
                    However, for Examples 5 and 4 the maximum-shear-stress theory would be okay, but would
                    be more conservative. For Example 3, the maximum-normal-stress theory would be okay,
                    but would be more conservative. For Example 2, all three theories are appropriate as they
                    intersect at a point on the (σ 1 ) axis.
                    Step 3. Calculate the factor-of-safety for each combination, using the appropriate static
                    design theory.
                      As stated in step 2, the distortion-energy theory gives the most accurate information, so
                    use Eq. (6.9) to make the following calculations for each combination.
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