Here's a little something I've been trying to get my head around.
The four landscape panels have four rails running vertically, the eight portrait panels have the rails running horizontally.
Now you're supposed to calculate the wind loads, the snow loads, is the roof structurally strong enough etc. Most of that is related to where on the roof the panels are located (how high, how close to the edge or the ridge), and of course the weather conditions for the geographical location for where they are installed.
As all that's a bit beyond me, Ive gone for the below - the red circles are the roof hook locations.
Now fortunately, for comparison purposes, I have a professionally installed and MCS certified installation on the other side of the roof, its been there since 2015. Looking at the hook spacings, and end of rail overhangs, I'd say its very unlikely to comply with the requirements, but its stood the test of time, and some pretty strong winds. At the time of installation, I did have to get the installer to alter one length of rail as they had a join in the wrong place - the length of rail was only supported by one roof hook. I'll have more roof hooks, and closer together, so will be much stronger.
As you can see, I have the benefit of going up in the loft and accurately drawing my rafter locations, and thus being able to work out the ideal locations, now the only variable is the positions up/down the roof for each roof hook & rail, which is dictated by the roof tiles.