CANeng11
Civil/Environmental
- Feb 18, 2015
- 114
Just wondering how others look at situations like this attached picture.
.
The electrician notched two holes, for some reason, a few inches from the end of the floor joists span. These are 2x8 joists spanning about 11'6". Would you take the net section remaining above and below the holes to determine a remaining shear capacity of the joists? Or could you look at it like a notch and assume the bottom of the joist is completely removed? If you find there is enought remaining shear capacity with these joists, would you say no improvements are needed?
The electrician notched two holes, for some reason, a few inches from the end of the floor joists span. These are 2x8 joists spanning about 11'6". Would you take the net section remaining above and below the holes to determine a remaining shear capacity of the joists? Or could you look at it like a notch and assume the bottom of the joist is completely removed? If you find there is enought remaining shear capacity with these joists, would you say no improvements are needed?