Justin, If it is bendy handle but just slightly stiffer 2 or 3 would be a good number, I always use the word semi because it means 1/2. so if the center 10" is slightly flexing I use half that figure and call it 5". Stiff. This is pretty subjective when it comes to estimating stiff handle area but it will still keep you in the ball park. I have actually built about 12 bows in January, some short some long, r/d, 1 recurve, and a few stave bows. Maybe if the weather is good I will get some photos this weekend and go over the mass on them. I actually use mass on every bow I build. Contrary to popular belief my bows have considerably more mass than they use to have. Whole trick is just making the mass work and keeping it in the right palces. Looking at some of the old primitive relics from different cultures I believe formly that our ancestors had a firm grip on mass placement in their bows. They usually had favortite woods and styles they had become very familiar with so demensions would remain pretty consistent. In our bow building journey we tend to have pet projects that change over time, sometimes they are just evolving and sometimes we change direction all together, currently my pet project is limiting set a bow takes, trying to keep it as near to zero as possible from starting profiles. The type of bows I build are more prone to set simply because I crowd my tillers into short working areas as much as I can get away with. This is why for my mass is so important, I can't get away with underbuilding a bow. I used to rant about overbuilding. I was really pretty hap hazard for many years, a lot of them were underbuilt and a lot of them were overbuilt. I don't expect everybow to be a rocket launcher but I do like to feel confident that when I start a bow I know it will have a high level of performance when I am finished, regardless of the style of bow or wood I am using. ( another rant LOL) Steve