I'm confused by your set up and a number of other factors need to be taken into account for this mooring.
If you are looking at the strain induced by 70kn winds on a 42 ft boat in flat conditions, have a look at a book called "Harbour Manoeuvres" by Lars Bols. I don't have my copy here but there is a good calculation in the first chapter on how much force per m2 the wind induces at different velocities. It has little to do with the weight of the boat, just the cross section facing the wind. From memory it is probably in the tonnes of force in 70kn, a speed you may get in a decent storm. These forces don't take into account wave action or increased loadings as the boat "sails" on an anchor.
I don't know what a Samson anchor is but 60kg rating for each of the 2 anchors ( or anchor points) sounds too low. Is the Samson anchor an attachment device, not a ground anchor as such?
Most moorings I have come across have a concrete block on the bottom attached to a riser, either chain or rope. Sometimes the block on the bottom is designed to drag through the mud in extreme conditions, such as flood flows in a river. If your riser is attached to a larger chain line, then I would check how this line is attached at the ends and if other risers are attached to this line.
If you have wave action, then the length of the riser must be compared to the expected maximum wave height, average depth of water and tidal rise and fall. A near vertical mooring line attached to the bow is going to put a large downward force on the bow when a wave hits. The riser should be long enough so that angle of the riser to the bottom is less than about 30 degrees at maximum wave height. Again, the actual measurement is a bit of black magic as the longer the riser, the more "sailing" the boat does the more it increases the pull on the riser when the boat "tacks" back. The "tacking action" is not a shock loading as such but it will probably double the force on the riser.
I suspect your weak point won't be the mooring but the load on your bow. All you can really do is have the riser long enough so that the downwards force is reduced and have the riser attached to the capstan post, both bow cleats or preferably the whole 3. If you expect a storm you may wish to run lines from the bow cleats back to the winches to reduce the forces on the cleats.
We comfortably ( didn't think so at the time) sat for 3 days in the Bora in Croatia with winds gusting up to 75kn with 60m of 8mm chain attached to a 20kg Kobra anchor in 4m of water. We put down a second anchor, a 15kg CQR on about 15-20m of chain to decrease the "sailing" effect. There was no wave action and the chain did not touch the water for a few boat lengths in front of the boat. No catenary. This was in a 38ft Bavaria.
If you are tied ashore with stern lines you will need large snubbers that can take a lot of movement beteen the aft cleats and the quay attachment. You may be better attaching the aft lines to the winches and definitely not through the fairleads, particularly if the lines are angled a lot as they pass the fairleads. After a relatively minor storm in Greece, but with waves up to 1m, we watched a diver recover 3 fairleads that were ripped from 2 boats. Basically, stern tie ups in wave conditions is to be avoided at all cost.
Craig
"Shirley Valentine"
Gold Coast
Australia