Revision 1 posted to RAM | STAAD Wiki by Seth Guthrie on 10/6/2016 7:56:42 PM
| Product(s): | RAM Concrete Column | ||
| First Affected Version: | |||
| Found in Version: | 14.07.01.01 | ||
| Fixed in Version | 15.04.00.00 | ||
| Environment: | N/A | ||
| Area: | Design | ||
| Subarea: | N/A | ||
| Defect Number: | 205403 |
Defect Description
The calculation procedure to calculate the reinforcement shear capacity (Vs) considered only the clear bar cover and the column width or depth, now it is considering also the reinforcement diameters like the rest of the shear reinforcement calculation. The incorrect d value lead to a slight variation in the program calulted shear capacity and a hand calculation.
Steps to Reproduce
ACI 318 Concrete column with Vu large enough to require shear reinforcement.
Workaround
Problem corrected in version 15.04.00.00.
See Also
[[ACI 318 Column Shear Capacity]]
Tags: design, Column, RAM Structural System, known issue, Ram Concrete