NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED.

Question

I am having errors in my staad pro analysis. It goes like this, 
 
 *ERROR- A MEMBER WEIGHT VALUE ABOVE IS 0.0 
 This is what I receive. 
 I have given self-weight and all other dead and live loads for seismic analysis. But still, it shows like this. Also, no loads were found under the seismic definition. Only the parameters that are designed earlier are displaying. While coding with staad editor it shows zero errors. And this structure has zero duplicate nodes/beams/ structures. 
 Please anybody help me to figure this out.

Abhisek M · Answer

There are multiple issues in your file. 
 1. Under Seismic definition you have also defined the sesimic weight. But for some ember weights the value of weight is zero. Review it and provide correct value, else delete them. 
 2. In seismic loading for the second floor load (live load) you have used FLOOR LOAD, which should be replaced by FLOOR Weight. 
 3. The DEFINE WIND command block should be pasted before seismic definition. 
 4. You need to delete the Y direction seismic loads. 
 5. Additional perform analysis commands need to be deleted. 
 
 I have changed these in the attached file. Please review and understand carefully, before using this file further. 
 1588.PROJECT_3STORY.std

Abhisek M · Answer

If you notice carefully, the load values for member weight is defined at Zero.SO, you need to give some value or delete them.. Instead of deleting, I commented out for your understanding. 
 As per IS1893 2002 version that you have used, it does not allow vertical sesimic loading. hence I have commented out them.