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Daveshadowman
I know its supposed to be staggers but didn't want little cuts of hardi on the boards so did it this way. View attachment 53156
There could be trouble with this in the future
I know its supposed to be staggers but didn't want little cuts of hardi on the boards so did it this way. View attachment 53156
im only guessing but looking at the pic now id say to stop a dip forming in the cross of the join mate?
I know its supposed to be staggers but didn't want little cuts of hardi on the boards so did it this way. View attachment 53156
cheers dave I will make sure in the future its done correctly.It helps with contraction / expansion and now that could crack at that section.
Cross-bonding has to be done for said issues.
I don't follow Neale lol. if I would have moved the board on the rite up a foot and put the cut at the bottom end would that of been the rite way?Little cuts ?? Just the board in half...so half the boards !
It helps with contraction / expansion and now that could crack at that section.
Cross-bonding has to be done for said issues.
Really??? In a round about way it could help with expansion contraction but that's not the reason for cross laying.
It's for strength. Any joint is a weak spot and by cross bonding you are reducing the length of weak joints. It's the same reason you cross bond plasterboard, the same when brick laying
So CR , you are saying that cross bonding has nowt to do with creating a stronger wall/ceiling or floor and from helping to prevent stress cracks if you stacked overboarding.
Plz do enlighten us.
So like I said then , the joint can only be weaker for expansion if not cross bonded. ?
Yes or no ?
No not at all see my reply above. But it is not to do with expansion/contraction as the primary reason. You could argue that you are reducing expansion contraction of the preceeding layer by cross bonding / stitching over it, but that is not the reason you do it.
Yes it can be weaker but not the primary reason like you made it sound in your first post
You are missing the point Dave it is to add strength to the joints. I'm not going to get in an arguement with you over it.
CR, I am not after any argument. In what way does it add strength.
I just need clarification plz.
Not introducing weak spots / fault lines
Come on lads I think you are both trying to make the same point just wording it different at the end of the day you always cross bond the floor mr t has done will have problems later and that is his inexperience showing
Agreed.
And these are caused by what stress ?
What be because you said Harding doesn't sort out deflection? Missing the point again Dave.