hippo11
Structural
- Mar 21, 2003
- 161
I am laying out some PT strands in a two-way slab that has non-parallel slab edges with and irregular column layout...in other words it's sort of a big parallelogram slab shape.
I am trying to figure out the best way to lay out the strands in plan.
My main question is, is it unreasonable to expect the PT contractor to have the anchored ends at an angle not flush with the edge of slab? He'd have to make little anchor pockets I guess to provide a flush perpendicular surface.
Basically it's a choice I have to make: straight (in plan) tendons but funny angles at the stressing points, or funny strand layouts to create flush angles at the stressing points.
Anyone have any suggestions/references? I just don't know if I want to show the anchor at 13.72 degrees relative to the edge-of-slab.
Thanks.
I am trying to figure out the best way to lay out the strands in plan.
My main question is, is it unreasonable to expect the PT contractor to have the anchored ends at an angle not flush with the edge of slab? He'd have to make little anchor pockets I guess to provide a flush perpendicular surface.
Basically it's a choice I have to make: straight (in plan) tendons but funny angles at the stressing points, or funny strand layouts to create flush angles at the stressing points.
Anyone have any suggestions/references? I just don't know if I want to show the anchor at 13.72 degrees relative to the edge-of-slab.
Thanks.