Many of the 'offshore' design boats have such redundant rigging already in place and already calculated in the 'mast loading' to take such strain .... a headstay/forestay combo or rigging wire in front of the mast & usually coupled with running backstays. Such boats are usually always braced with aft and forward lower side stays in addition to the usual 'cap shroud'.
Unless such a rig/boat is pre-engineered to support such loads/rigging, if one adds additional stays, etc. there exists the possibility that the headsails will not operate effectively on slack stays ( 1/2 +1/2 = 1) plus such additional loads acting along the axis of the mast may induce 'buckling failure' of the mast plus such increased axial loading of the mast puts a tremendous load on the butt end of the mast as it sits in the bilge and which is attempting to drive the butt end of the mast 'through' the bottom of the boat!
One has to acknowledge or remember that the function of rigging is not 'only' to hold the mast up but *also* to provide a consistent structure for the headsail(s) to operate ... and that requires that the stays are at a defined tension (usually ~15% of tension). Operating a headsail at one-half normal 'stay' tension (7.5% tension) will cause the boat to suffer the inability to 'point', will cause the boat to aggressively heel over and simply 'skid sideways off to leeward' when attempting to 'beat'.
If the rigging tension is nowhere near the 'expected' tension that the sailmaker 'expects', the boat will have the sailing characteristics of a PIG - a very slow and 'cranky' boat that 'heels over' a lot. So, if you increase the diameter of the wire, add 'secondary' wires, then you really should have the sails 'recut' to match the now increased SAG of the wire caused by the now 'heavier' shrouds acting at far below 'spec' tensions!!!!!!
Normal rigging usually has 'inbuilt' safety factors that increase the load bearing capacity of the 'wire' .... in a 'coastal design' that 'wire' is usually twice the strength it needs to be, an 'ocean design' may be 3+ times as strong as it needs to be ---- and that factor of safety is already 'built in'. This is all based on historical records or 'scantlings' that have over long time proven themselves to be 'more than adequate'.
Its by 'maintenance' and constant inspection that 'keeps the rig from failing' ... and that failure is usually by the mechanism of fatigue due to repetitive load cycles. Most rigging is made from 300 series stainless steel which has the characteristic of - when loaded beyond 30000 psi it can usually only withstand 1 million load cycles then quickly fails via fatigue. Fatigue is an 'additive' and continual process and begins from the very first load that is applied in excess of 30,000 psi.
What engineers and designers did not understand in the 1970s & 80s when stainless rigging was first applied on a general basis was 'crevice corrosion' a 'chemical failure' that occurs *inside* of the micro-cracks that are formed due to fatigue ... and still apparently ignore the lessening of strength due to crevice corrosion plus fatigue. Crevice corrosion is found by routine inspection and the component should be replaced immediately upon discovery. Visually it looks like 'rust' emanating from a 'line' or at a 'joint', swage fitting, etc. Any rigging component that is showing such 'rust' should be immediately replaced. (Note: this isnt the 'surface rust' that is cosmetic and is seen on 'roughened' surfaces .... but it 'could be').
In summary, you're better off in regular maintenance and inspection of the already 'overbuilt' present (quality) rigging, and replacing it *entirely* when you can estimate that it has received close to 1 million load cycles that exceed 30% *tension* .... or about ONE circumnavigation .... OR as 'riggers' recommend: at about every 10 years because of the 'duplicity' of fatigue failure PLUS the 'probability' of crevice corrosion.