Current Revision posted to RAM | STAAD Wiki by Seth Guthrie on 3/2/2017 11:29:26 PM
| Applies To | |||
| Product: | RAM Steel | ||
| First Affected Version: | |||
| Found in Version: | 15.03.00.00 | ||
| Fixed and Released in Version: | 15.04.00.00 | ||
| Area: | Design | ||
| Issue #: | 568865 |
Problem Description
Wide flange (W) and Channel (C) shapes subjected to minor axis bending were not correctly designed according to the provisions in AISC 360 Chapter F6 when the governing limit state was Flange Local Buckling.
Reason
The Flange Local Buckling limit state (F6.2), which applies to sections with noncompact and slender flanges, was not completed by the program.
Solution
The issue will be resolved in the release after v15.03.00.
Tags: design, 15.04.00, Column, RAM Structural System, AISC 360, known issue, defect, RAM Steel