@roscopeco2000
He took the truss family and amended...which I assumed you could do. If you are a structural engineer and as this is a structural element, you should flex it, change its members, check its structural integrity if it functions the way u need it to, add steel connections to it...etc. It's a parametric structural element ... that's what one usually does.
if you are not a structural engineer then as said before you most probably need a family, modeled in a Generic template and which represents the so looking half tie truss. and not the structural one....In other words if you are not running analysis, that's not your family!!
You do do realize that you can build that using wooden beems straight in the project too?