The case 1 model also has the same problem I already explained in my last post. Member Load should be joint load. So for case1, you should make the following change
LOAD 1 LOADTYPE Live TITLE LIVE LOAD
JOINT LOAD
2 FX 30
*MEMBER LOAD
*1 CON GX 30 4
For case 2, the model looks OK except that it does not match with your sketch as far as the column dimensions are concerned.
LOAD 1 LOADTYPE Live TITLE LIVE LOAD
JOINT LOAD
2 FX 30
*MEMBER LOAD
*1 CON GX 30 4
For case 2, the model looks OK except that it does not match with your sketch as far as the column dimensions are concerned.