Construction elongation is one factor.
Recoverable elastic stretch is one factor.
Non recoverable stretch is one factor.
Creep is one factor.
Construction elongation is not stretch.
Recoverable elastic stretch is what the E factor is how this is predicted.
Non recoverable stretch is is due to a structural change after the material is stressed past the elastic limit.
Creep is a physical property of the material.
Dyneema creeps, it creeps due to it's physical properties. It does not matter what you do to it, it creeps.
What you (and most people) miss is not the breaking strength to weight ratio, but the stretch to weight ratio. No laid or braided construction will have the resistance to stretch that a single element has. At a given load, the material stretches as a percentage of length. The elements in laid wire rope (1x19) are longer than an equal weight of rod the same finished length. For the same cross sectional area the laid cable will stretch more since the element are longer than the rod.
The best laid rope (Zylon/PBO) stretches about 2% of it's length at 20% of tensile and over 3% at 30% of tensile.
To make a comparison, you must calculate the actual stretch of the rigging element. A 40 foot shroud in 302 alloy SS 1x19 stretches 1 inch at 20% of tensile. If the 1640 # you use 1/4" dia wire. That is 0.2% of its length.
If we assume that Dynex Dux has half the stretch that Zylon has you still have a rubber band for rigging compared to steel.
To limit the physical stretch to that of 1x19 wire, you have to load the line to something like 1% of tensile. For your 1640 pound load, you need a 164,000 pound tensile line. I can almost guarantee you that *for the same stretch* the high modulus fibre will weigh as much or more than the steel, and have much greater diameter.
That is day one when the rigging is brand new. The physical nature of the high modulus fibres is that they rely on long molecular chains for their strength. Just the internal chafe due to braided or laid construction starts breaking those long chains into short chains. The line gets weaker every time the tension changes. A 20% loss in tensile in 3-5 years is as good as it gets. Steel does not have this problem.
As a rigger, I have to go through this several times a year ... sometimes several times a day during boat shows.
It is my opinion that steel is the best solution for standing rigging and most halyards. I can prove it. Only if you are willing to allow more stretch for the same load can you save weight aloft ... it changes everything ... if you replace a steel rig gang or halyard with line *of the same tensile strength* you will wonder why the rig went soft. You won't like the result.
I just spent 30 minutes at the Hampidjan site:
It's the same as Spectra, it elongates 3% (under an unspecified load), and it creeps. .5% creep is huge! 2.4 inches every year on a 40 foot shroud? A steel shroud won't strech 2.4 inches in it's entire life.
Say you are going to replacse you rigging gang every 3 years.
Say you use the 20% load and 3% stretch (reasonable numbers for Dyneema/Spectra) Just to set the intial rig tension, you need 14.4 inches of adjustment. Then the rig gets 2.4 inches longer each year due to creep. After 3 years that is 7.2 inches (on a 40 foot shroud), add the adjustment range you need to pre-tension the rig and you get dead eyes 22 inches off the deck.
Are you convinced yet?
Spectra for standing rigging is a very poor choice. I've set all the fibers up under tension on a rig bench. By the time you get that 1 inch of stretch that your 302 alloy SS wire gives you, you need nearly an equal weight of spectra.
The only way to save rigging wieght with Spectra/Dyneema is to put up with more stretch ... every gust streches the rigging first ... then drives the boat ... stretch in standing or running rigging is a performance thief.
Bottom line, if it stretches more than 1x19 ss wire ... it is a bad choicefor standing rigging.