Head Studs.....latest and greatest......
I remember a film paper test showing clamping load between stock, typical studs, and either CA 625 or 1/2" studs but not sure where it ended up. I think this was also brought up along lines of the ching chong studs vs ARP, and then multiple chimed in with chinese stuff going 8's so why spend 2-3x as more for ARP when its not the weak point unless investing in other hard parts. Then you have sloppy guys running 8's with stock bolts

Engine is fully forged and ready, the rest of the car is ready.
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The engine is coming out of the car no matter what. So does the engine have to be disassembled in any way, except for removing the heads to use the 1/2" head stud kit mentioned above and self-drill the holes...?
Engine is fully forged and ready, the rest of the car is ready.
My engine is coming out of the car so they can install my BMR Turbo-member. So this Tick 1/2" stud kit will work fine.
But then the heads need to be drilled also...... If I just use the CA 625 stud kit, the job is very simple.....so that may be best. Only if they give me the same clamping force as 1/2" studs do......
The Best V8 Stories One Small Block at Time
So its a good thing they stuffed these big *** wheels into this chassis,,,,,,,,,
My engine is coming out of the car so they can install my BMR Turbo-member. So this Tick 1/2" stud kit will work fine.
But then the heads need to be drilled also...... If I just use the CA 625 stud kit, the job is very simple.....so that may be best. Only if they give me the same clamping force as 1/2" studs do......
I was reading about 1/2" studs and some were saying that by taking out that much material in so many places around the deck area....it weakens the block surface and could create issues in deck movement. I never heard of that happening. I guess with an iron block I'll be better off than an aluminum block regarding that.......
I still can't get anyone to confirm if the CA625 studs have the same clamping force (ft. lbs) as the 1/2" studs......if they do, then the 625's are the obvious better way to go. And no drilling out all that material from the deck. And not having to have the holes in the new heads drilled to 1/2".....
I was reading about 1/2" studs and some were saying that by taking out that much material in so many places around the deck area....it weakens the block surface and could create issues in deck movement. I never heard of that happening. I guess with an iron block I'll be better off than an aluminum block regarding that.......
I still can't get anyone to confirm if the CA625 studs have the same clamping force (ft. lbs) as the 1/2" studs......if they do, then the 625's are the obvious better way to go. And no drilling out all that material from the deck. And not having to have the holes in the new heads drilled to 1/2".....
Fitting 1/2" studs to the LS doesnt weaken anything
Fitting 1/2" studs to the LS doesnt weaken anything
ARP just replied to me, said the CA625's have almost the same torque specs as the 1/2" studs.
CA625's go 100 ft. lbs.
1/2" studs (8740 chromoly) go 100-110 ft. lbs.
But they said they can make a set of 1/2" studs with better material that can be torqued to 150 ft. lbs.
So, is more always better? Or can you have too much clamping force that can hurt anything?
Or....are the 100 ft. lbs. plenty for 21-22psi boost on a 4-bolt/cyl set up with a thick deck head?
ARP just replied to me, said the CA625's have almost the same torque specs as the 1/2" studs.
CA625's go 100 ft. lbs.
1/2" studs (8740 chromoly) go 100-110 ft. lbs.
But they said they can make a set of 1/2" studs with better material that can be torqued to 150 ft. lbs.
So, is more always better? Or can you have too much clamping force that can hurt anything?
Or....are the 100 ft. lbs. plenty for 21-22psi boost on a 4-bolt/cyl set up with a thick deck head?











