Our solution
						
                      Our consultants could have used a hand calculation to 
                        show the beam did not need to be solid, but large forces 
                        from the ram were carried by substantial welded plates 
                        on its side web. These were also welded to perpendicular 
                        box beams, making the loads asymmetrical, so our consultants 
                        built an FEA model of quarter of 
                        the assembly.  
                      Our consultants used solid elements with symmetrical 
                        boundary conditions to represent the parts we had not 
                        modelled. This confirmed that the stresses and deflections 
                        were low in the beam and acceptable in the plates and 
                        box beam. Our consultants then redesigned the beam as 
                        a box section and built a new FEA 
                        model.  
                      Our consultants used shell elements for the new beam 
                        but retained the solid elements for the plates and original 
                        box beams, where the stresses were more complicated. The 
                        new design shared the stresses more evenly and had an 
                        adequate factor of safety. This was much lighter and cheaper 
                        to make than the original. 
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