Current Revision posted to RAM | STAAD Wiki by Karl G on 7/14/2017 5:12:46 PM
| Product(s): | RAM Concrete Column | ||
| First Affected Version: | |||
| Found in Version: | 15.01.00.00 | ||
| Fixed in Version | 15.04.00.00 | ||
| Environment: | N/A | ||
| Area: | Report | ||
| Subarea: | N/A | ||
| Defect Number: | 374420 |
Problem Description
In the Concrete Column Design Report, the major axis shear was reported as the minor axis shear and vice versa when any code other than an ACI 318 design code was selected. This was a reporting error only and did not affect the design.
Reason
Different conventions were used by the program in the analysis and design components.
Solution
Problem corrected in version 15.04.00 for all design codes except GB 50010. The issue was fixed in v15.05.00 for GB 50010.
See Also
[[ACI 318 Column Shear Capacity]]
Tags: 15.04.00, Column, RAM Structural System, known issue, Ram Concrete, Unconservative, Report