Current Revision posted to RAM | STAAD Wiki by Karl G on 2/24/2017 7:55:15 PM
| Applies To | |||
| Product: | RAM Concrete | ||
| First Affected Version: | |||
| Found in Version: | 15.03.00 | ||
| Fixed in Version: | |||
| Area: | Design | ||
| Issue #: | 626693 |
Problem Description
When determining Vc according to clause 21.6.5.2 of ACI318-11 (or earlier), the maximum value of the axial load on the column, considering all load combination is used against the prescribed limit. This may lead to Vc not being set to zero as required by the code.
Solution
We are working on a fix for this issue.
Tags: Active, design, Column, RAM Structural System, Shear, known issue, seismic, defect, Ram Concrete