Hello mrgaee,
A good question and you have some good answers.
Whatever the cold spring was at the time of installation, it will not be THE SAME now. But there will be some "self springing" added (algebraically) to the cold springing and there is little or no way to know either the magnitude or the direction of the total resulting springing. What I am trying to say is that some of the self springing ("relaxation" or creep) may have "cancelled out" some of the original cold spring. If the original designer was accurate in calculating the total expansion that he wanted to compensate with cold springing, the amount of self springing would be less.
I think it is conservative to say that the total springing that is in the pipe now (either hot reheat or cold reheat) will be less that the original cold spring was. If you perform an analysis at ambient temperature WITH the original cold spring numbers (at each location) you will have usable resulting forces at the restraint points. The best way to design the restraints that you will need (to hold the pipe close to its cold position when you cut it) is to NOT try to restrain any moments - use multiple translational restraints to break the moments into force couples. You are gonna end up with a lot of 10 ton chain hoists ("come alongs") holding the pipe in place.
When in doubt, build it stout. Good luck.
PS. Be very careful about placing travel stops in the vertical riser hangers - with just a little temperature change, you can have much of the weight shift to very few hangers and severely damage them.
Regards, John.