jittles
Structural
- Jun 6, 2011
- 174
So I have a situation where a contractor discovered that the previous contractor nailed off some shear walls with the wrong size nails.
My first check I wanted to run was if tightening up some spacing with the same nails would work out, but all the IBC tables are based on common nail sizes. The IRC lists some alternates for shear wall attachment but doesn't give capacities, as it's all prescriptive.
Is there any information out there on unit shear capacities of wood shear walls sheathed with wood structural panels and nailed off with different sized nails?
The easy alternative, of course, is to have the proper nails picked up and have them re-nail the entire wall with the correct nails at the original spacing, but this would be some good information to have on hand if it's out there.
My first check I wanted to run was if tightening up some spacing with the same nails would work out, but all the IBC tables are based on common nail sizes. The IRC lists some alternates for shear wall attachment but doesn't give capacities, as it's all prescriptive.
Is there any information out there on unit shear capacities of wood shear walls sheathed with wood structural panels and nailed off with different sized nails?
The easy alternative, of course, is to have the proper nails picked up and have them re-nail the entire wall with the correct nails at the original spacing, but this would be some good information to have on hand if it's out there.