Revision 1 posted to RAM | STAAD Wiki by Seth Guthrie on 10/6/2016 7:49:50 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: | Design | ||
| Subarea: | N/A | ||
| Defect Number: | 389767 |
Defect Description
As per the requirements of 21.3.3.2(a), the shear demand for an IMF column depends on the value of Mn for the column.
The calculated value of Mn (reported in the IMF section of the design report) was slightly underestimated which could have lead to an unconservative value of Vu.
This affected columns of IMF frames design to any ACI code.
Steps to Reproduce
ACI 318 Concrete Moment frame structure with Intermediate Moment Frames (IMF).
Workaround
Problem corrected in version 15.04.00.00.
See Also
[[ACI 318 Column Shear Capacity]]
Tags: Column, RAM Structural System, concrete, ACI 318, known issue, Ram Concrete