For continuous welds, I am in the learned habit of calculating the required length based on strength and then adding a nominal amount of weld to account for start/stop and potential poor quality at the beginning of the weld. For a 1/4" weld I take this as:
start + stop = 2 x weld leg size
nominal amount to account for poor quality at beginning of the weld = 1" minimum
total extra = 1.5" for 1/4" weld
I would round to the nearest 1" after adding this number, within reason.
When working with stitch welds, I find myself uncertain whether this additional 1.5" is necessary. This uncertainty mainly originates from a 3" stitch only being about 50% effective in my habitual system.
Can anyone clarify whether adding a nominal amount of weld (as suggested above) applies to stitch welds? Or, is the total stitch length equal to an equivalent total continuous length (e.g. 3 x 3" stitches == 9" continuous weld)?
start + stop = 2 x weld leg size
nominal amount to account for poor quality at beginning of the weld = 1" minimum
total extra = 1.5" for 1/4" weld
I would round to the nearest 1" after adding this number, within reason.
When working with stitch welds, I find myself uncertain whether this additional 1.5" is necessary. This uncertainty mainly originates from a 3" stitch only being about 50% effective in my habitual system.
Can anyone clarify whether adding a nominal amount of weld (as suggested above) applies to stitch welds? Or, is the total stitch length equal to an equivalent total continuous length (e.g. 3 x 3" stitches == 9" continuous weld)?