Current Revision posted to RAM | STAAD Wiki by Seth Guthrie on 11/2/2016 10:00:06 PM
| Product(s): | RAM Concrete Column | ||
| First Affected Version: | |||
| Found in Version: | 15.03.00.00 | ||
| Fixed in Version | 15.04.00.00 | ||
| Environment: | N/A | ||
| Area: | Report | ||
| Subarea: | N/A | ||
| Defect Number: | 489648 |
Problem Description
In the Concrete Column Design Report, the reported values for Vu were not associated with the controlling load combination that was identified in the report.
Reason
The controlling load combination was associated with the load combination with the largest Vu but not necessarily the largest Ld/Cap ratio. The values reported for Vu in the major and minor axes were the largest values from any load combination but not necessarily the Vu associated with the controlling load combination.
Solution
Problem corrected in version 15.04.00.00.
See Also
[[ACI 318 Column Shear Capacity]]
Tags: 15.04.00, Column, RAM Structural System, ACI 318, known issue, defect, Ram Concrete, Unconservative, Report