Hey Guys,
I was plotting my workout and noticed a large zig zag in some areas. While I know some is ok, it occurred to me that this was breaking the principle of "progressive load."
For example, I Squat 200x5, 185x10, 170x15 as maxes. Well, when I count back the weight for the week, there is huge overlap (zigzag). This isnt an issue jumping from the 1x15 to the 2x10 because the volume also increases and thus compensates so load is continually raised.
However at the 3x5 usually suggested, progressive load all but stops. Even at 4x5 its awhile before load ascends again. (Its even lower for a few workouts!) So, that said, I have a few possible fixes that I am curious if others have used or know are ok and work?
One is to just do 1x15, 2x10, 5x5. Since the volume would again ascend each time, the issue is solved and progressive load achieved. But this is a tough workout!
Another option is 1x15, 2x9, 4x5. This saves a bit of energy during the 5's phase but still keeps overload constantly rising save maybe a workout in the beginning of the week depending on what one lifts. (Since volume is 15, 18, 20)
The last option is to stick with the 1x15, 2x10, 3x5 method, but introduce a secondary exercise, perhaps in the 10 range, that brings up the difference. So incline bench at 3x5 with a set of declines for 10 tossed in there. The declines can progress as the other exercises every workout.
All of these keep the load progressive, which as I understand it, is the primary factor in HST. (Obviously many are important but this seems stressed alot.)
Now, has anybody tried these alterations with success? I tried the vanilla HST in the past with little success. However, looking back at the routine, I realized that from 10's to 5's I had very little progressive load increase. The zigzag was just to large. (I also used way to many exercises which left me pretty fatigued!)
I am thinking that getting back to the core moves, with assured progressive load might make all the difference.
Thoughts would really be appreciated. (Especially since it seems like the 1x15, 2x10, 3x5 scheme copmpletely breaks the progressive load priciple.)
Thanks,
Jeff
I was plotting my workout and noticed a large zig zag in some areas. While I know some is ok, it occurred to me that this was breaking the principle of "progressive load."
For example, I Squat 200x5, 185x10, 170x15 as maxes. Well, when I count back the weight for the week, there is huge overlap (zigzag). This isnt an issue jumping from the 1x15 to the 2x10 because the volume also increases and thus compensates so load is continually raised.
However at the 3x5 usually suggested, progressive load all but stops. Even at 4x5 its awhile before load ascends again. (Its even lower for a few workouts!) So, that said, I have a few possible fixes that I am curious if others have used or know are ok and work?
One is to just do 1x15, 2x10, 5x5. Since the volume would again ascend each time, the issue is solved and progressive load achieved. But this is a tough workout!
Another option is 1x15, 2x9, 4x5. This saves a bit of energy during the 5's phase but still keeps overload constantly rising save maybe a workout in the beginning of the week depending on what one lifts. (Since volume is 15, 18, 20)
The last option is to stick with the 1x15, 2x10, 3x5 method, but introduce a secondary exercise, perhaps in the 10 range, that brings up the difference. So incline bench at 3x5 with a set of declines for 10 tossed in there. The declines can progress as the other exercises every workout.
All of these keep the load progressive, which as I understand it, is the primary factor in HST. (Obviously many are important but this seems stressed alot.)
Now, has anybody tried these alterations with success? I tried the vanilla HST in the past with little success. However, looking back at the routine, I realized that from 10's to 5's I had very little progressive load increase. The zigzag was just to large. (I also used way to many exercises which left me pretty fatigued!)
I am thinking that getting back to the core moves, with assured progressive load might make all the difference.
Thoughts would really be appreciated. (Especially since it seems like the 1x15, 2x10, 3x5 scheme copmpletely breaks the progressive load priciple.)
Thanks,
Jeff