Current Revision posted to RAM | STAAD Wiki by Seth Guthrie on 10/6/2016 8:02:33 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 |
Defect Description
The Controlling Load Combination for Transverse Reinforcement reported by Ram Concrete Column used to be according to the largest Vu and not according to the largest Ld/Cap ratio. The Vu shown at major and minor axis used the be the greatest in both cases and not the Vu according to the appropriate controlling load combination.
Steps to Reproduce
ACI 318 Concrete column.
Workaround
Problem corrected in version 15.04.00.00.
See Also
[[ACI 318 Column Shear Capacity]]
Tags: Column, RAM Structural System, known issue, Ram Concrete, Report