When designing concrete beam elements in RAM Elements, how are the following items accounted for:
1. Reducing moments to face of supports
2. Reducing shear to d distance from the support
3. How are T-sections modeled? I went through the sections but did not see any T-sections.
4. How are long term effects accounted for in beam deflection (creep, etc)?
I looked through RAM Elements manual but it does not really address any of these items. Thanks for the help.