keyPitsimplE
Structural
- Aug 5, 2008
- 104
I am designing residential concrete walkway planking that spans between 2 p.t. wood beams. These panels will be 2 to 3" thick, 16" to 24" wide and span about 4'-6" c-c of beams. The builder wants to form them on site (yes, we talked about all of the quality control issues - he is a very conscientious builder) and use WWF sheets for the reinforcing.
The problem I am having is finding good info on WWF. Local suppliers ONLY carry galv. 4x4-W1.4 for fencing/deck railing OR 6x6-W1.4 plain for slabs on grade. They also do not know the grade of steel. Guesses vary from 36ksi to 80 ksi. Getting other sizes requires very large orders, too big for this job. I'm also reading conflicting reports online about WWFabric and WWMesh being different, with Fabric being structural and Mesh non-structural.
We want to make the planks as light as possible, using normal wt. concrete. The reinforcing size and grade has a huge affect on how thin I can make them. The builder gave me an old detail from another job showing 2.25" thick 24" wide planks spanning 3'-2" c-c of beams plank with 4x4-W1.4 WWF in the center. He wants to approximate this design, knowing it will be a little heavier duty for 4'-6" span.
Is there any problem using the galv. WWF as concrete reinforcing? I know it will be pricier, but at least it wont have rust on it to start the pop-out process and I'm getting 50% more steel per LF. I would also love to verify that it commonly comes in 80ksi.
Any help?
Thanks,
The problem I am having is finding good info on WWF. Local suppliers ONLY carry galv. 4x4-W1.4 for fencing/deck railing OR 6x6-W1.4 plain for slabs on grade. They also do not know the grade of steel. Guesses vary from 36ksi to 80 ksi. Getting other sizes requires very large orders, too big for this job. I'm also reading conflicting reports online about WWFabric and WWMesh being different, with Fabric being structural and Mesh non-structural.
We want to make the planks as light as possible, using normal wt. concrete. The reinforcing size and grade has a huge affect on how thin I can make them. The builder gave me an old detail from another job showing 2.25" thick 24" wide planks spanning 3'-2" c-c of beams plank with 4x4-W1.4 WWF in the center. He wants to approximate this design, knowing it will be a little heavier duty for 4'-6" span.
Is there any problem using the galv. WWF as concrete reinforcing? I know it will be pricier, but at least it wont have rust on it to start the pop-out process and I'm getting 50% more steel per LF. I would also love to verify that it commonly comes in 80ksi.
Any help?
Thanks,