Current Revision posted to RAM | STAAD Wiki by Seth Guthrie on 3/2/2017 11:23:16 PM
| Applies To | |||
| Product: | RAM Foundation | ||
| First Affected Version: | |||
| Found in Version: | 15.01.00.00 | ||
| Fixed and Released in Version: | 15.04.00.00 | ||
| Area: | Design | ||
| Issue #: | 390739 |
Problem Description
The option for considering moment due to shear had no effect on the pile forces or change pile files when the pile cap thickness was changed.
Reason
The program was not including the moment due to shear in the analysis of pile cap foundations.
Solution
The issue will be resolved in the release after v15.03.00.
Tags: design, 15.04.00, RAM Structural System, RAM Foundation, known issue, defect, pile cap, Unconservative