1. Is there a way to find out the percentage of member capacity utilized in RAM frame analysis
2. Once I model the geometry in RAM Modeler, I use Ram Steel Beam and Column to design those members. Now the members are designed for gravity load. How can I redesign/optimize the lateral members according to RAM frame analysis results?
3. Unable to perform member code check. Can anyone help me with this error.
1. Ram Frame - Steel mode - Standard provisions can be used to process the Member Code Check. After doing so, the IR is displayed by default.
2. Optimizing lateral members is a manual process.
3. Seismic provisions only apply to specific Frame Types as you assign.