Trying to follow up on the following defects affecting design and reporting. These do not appear to have been corrected in the latest release. Any update on anicipated fix?
Defect #215695: ACI 318-05 10.11.5 limited kl/r to 100 unless a non-linear, second-order analysis was completed (not possible in RAM SS). This provision was removed in ACI 318-08.
Defect #221969: ACI 318-05 10.13.5 accounted for cases where the maximum moment was between the ends of sway members. This provision was also removed in ACI 318-08. As noted in the v14.00.04 release notes, this provision was also removed from the RAM Concrete Column design procedure beginning with that version. However, the provision was still listed in the Design Report even though it is was no longer used in the design workflow. This defect is more of a reporting problem rather than a design defect.