Current Revision posted to RAM | STAAD Wiki by Karl G on 7/14/2017 5:20:08 PM
| Reported Major and Minor Shear Values RAM Concrete Column | Product(s): | RAM Concrete Column | |
| First Affected Version: | |||
| Found in Version: | 15.01.00.00 | ||
| Fixed in Version | 15.05.00.00 | ||
| Environment: | N/A | ||
| Area: | Report | ||
| Subarea: | N/A | ||
| Defect Number: | 658752 |
Problem Description
In the Concrete Column Design Report, the major axis shear was reported as the minor axis shear and vice versa when GB 50010 was selected for the design code. 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
Fixed in version 15.05.00.
See Also
[[ACI 318 Column Shear Capacity]]
Reported Major and Minor Shear Values RAM Concrete Column
Tags: reports, Column, RAM Structural System, 15.05.00, known issue, Ram Concrete