dgkhan
Structural
- Jul 30, 2007
- 322
I have a 7 feet wide wall footing. Wall is 18 inch wide and footing is 18 inch deep (thick). It has rebars #5 @ 12 “ c/c Top & Bottom E.W (EACH WAY).
I checked I do not need to bend rebars at ends to attain development length. Most likely will contractor will go with plastic chairs or will like to bend it at ends
to give support to top mesh from bottom mesh?
I checked I do not need to bend rebars at ends to attain development length. Most likely will contractor will go with plastic chairs or will like to bend it at ends
to give support to top mesh from bottom mesh?