Design forces for cross frame members are not grouped and require significant post processing in order to design the cross frames. Can you add the ability to group the forces? For example, if i define 3 different types of cross frames (CF1, CF2, and CF3) and then use them across the bridge, the forces that the program presents are for each individual member in each individual cross frame across the bridge. So, hundreds of individual forces across the bridge. It would be helpful if these could be grouped by cross frame type. For example, it would be useful to know what the maximum force is in the bottom horizontal member of CF3 across the whole bridge.