dengebre
Structural
- Jun 21, 2006
- 53
I am looking for the minimum bend radius in the VERTICAL plane of a 1/2" diameter unbonded tendon using a parabolic profile. The available literature discusses the minimum radius of sweeps in the horizontal plane, but I cannot find anything for the vertical plane. The following is what I have been able to find:
1. PTI Technical Notes (Issue 8) states that the radius of curvature must be at least 10 feet for horizon sweeps. It also cites CEP (1992) which recommends a minimum radius of twenty times the strand’s nominal diameter (ten feet for 1/2" tendons).
2. FDOT Table 1.11.4-2 lists a minimum bend radius of 6 feet. I believe the table is for grouted tendon ducts. Would this also be applicable to sheathed unbonded tendons?
3. VSL Report #3 states “bending strand to a radius smaller than about 0.6 m requires special techniques. Is two feet a reasonable value?
I am using RAM Concept to design a concrete building with post-tensioned flat slabs. It uses a default radius of 6 feet and will flag a warning if the drape profile yields a smaller radius. Concept allows you to change the radius value, and I’m trying to determine what a reasonable radius limit should be. I am curious as to what minimum radius others use.
Other PT design programs: I believe the RAPT manual says that the minimum curve radius is available from pre-stressing companies, but I cannot find any such information online. Another PT design program, ADAPT, does not check the radius.
1. PTI Technical Notes (Issue 8) states that the radius of curvature must be at least 10 feet for horizon sweeps. It also cites CEP (1992) which recommends a minimum radius of twenty times the strand’s nominal diameter (ten feet for 1/2" tendons).
2. FDOT Table 1.11.4-2 lists a minimum bend radius of 6 feet. I believe the table is for grouted tendon ducts. Would this also be applicable to sheathed unbonded tendons?
3. VSL Report #3 states “bending strand to a radius smaller than about 0.6 m requires special techniques. Is two feet a reasonable value?
I am using RAM Concept to design a concrete building with post-tensioned flat slabs. It uses a default radius of 6 feet and will flag a warning if the drape profile yields a smaller radius. Concept allows you to change the radius value, and I’m trying to determine what a reasonable radius limit should be. I am curious as to what minimum radius others use.
Other PT design programs: I believe the RAPT manual says that the minimum curve radius is available from pre-stressing companies, but I cannot find any such information online. Another PT design program, ADAPT, does not check the radius.