Current Revision posted to RAM | STAAD Wiki by Seth Guthrie on 10/5/2016 11:24:37 PM
| Applies To | |||
| Product: | RAM Steel | ||
| First Affected Version: | |||
| Found in Version: | 15.03.00.00 | ||
| Fixed 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
For Wide flange and Channel shapes with minor axis bending, the reported bending capacities were incorrect when Flange Local Buckling governed the design.
Solution
The issue will be resolved in the release after v15.03.00.
Tags: design, Column, RAM Structural System, AISC 360, known issue, RAM Steel