Boiler106
Structural
- May 9, 2014
- 214
Im trying to determine if enhanced aggregate interlock is enough for force transfer of a hard wheeled forklift of, say, 12,000 lbs.
I see the reference to it in ACI 360R-10 but it seems like its just referred to qualitatively.
It's not clear to me if this method will provide load transfer equal to the prescriptive dowel dia and spacings listed in ACI 360 or if a separate calculation is required.
If it's a separate calc, does anyone have a reference?
I see the reference to it in ACI 360R-10 but it seems like its just referred to qualitatively.
It's not clear to me if this method will provide load transfer equal to the prescriptive dowel dia and spacings listed in ACI 360 or if a separate calculation is required.
If it's a separate calc, does anyone have a reference?
