Current Revision posted to RAM | STAAD Wiki by Seth Guthrie on 3/2/2017 11:28:21 PM
Applies To | |||
Product: | RAM Steel | ||
First Affected Version: | |||
Found in Version: | 15.01.00.00 | ||
Fixed and Released in Version: | 15.04.00.00 | ||
Environment: | All | ||
Area: | Design | ||
Subarea: | N/A | ||
Issue #: | 437586 |
Problem Description
An incorrect interaction ratio is reported in the View/Update dialog for columns subject to compression and weak axis bending. These columns are correctly designed by the program and the correct interaction ratio is reported in the detailed column design report.
Also, the code reference for the interaction in the Summary Report lists Clause 8.4.5.1 when Clause 8.4.2.2 should be reference.
There errors are reporting issues only.
Solution
Problem corrected in version 15.04.00.00. In earlier versions, use the detailed design report.
See Also
[[AS 4100-98 Maximum Moment in Design Forces]]
Tags: design, 15.04.00, RAM Structural System, known issue, AS 4100, defect, Unconservative, RAM Steel