I'm new to the forum, but happy to reveal how my memory has faded over the 50-odd years since I went to college.
In response to Tim's enquiry, I don't think that the old guys were short of knowledge of the basic principles, more lacking the better techniques and materials that we have today. Yes, the bulge in the middle of the long con-rods does add weight just where you don't want it, but it also provides increased resistance to the bending forces created by the acceleration / deceleration caused by swinging one way then the other. Now for the hazy memory bit: I seem to recall that the bending strength increases in proportion to the cube of the depth of the section, so that the improvement in the stiffness of the rod is much greater than the addditional loading imposed by the weight of the bulge.
For an extreme example, look at the Sydney Harbour Bridge. It works rather better with that wonderful arch than it would as a flat slab, despite the considerable weight of all that superstructure!
And yes, Jason, the bellying of the rods does look much better than a straight con-rod, but, unlike the entasis feature of Greek columns, I think that aesthetics was not the reason uppermost in the minds of the old engineers when arriving at their solution to a problem.
Regards to all,
Geoff G