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Auto Generation Seismic Load

Dear,

While Using the Seismic Definition in the 3-D frames With Multiple Nodes & Beam (For I-Beam Tapered Members) Loads are taking by these all nodes  it will generating the Minor Axis Moment, So we Need to Avoid these Load using the Seismic Definition. As of now I'm using the Temporary  support X & Z Direction to take the Reaction and Appling Manually.  

  • Sorry, didn't understand the question. Also, you have posted the suggestion in the STAAD Foundation Advanced product channel where as the question appears to be related to STAAD.Pro.

    You may want to post the question in the STAAD forum and get a response from one of the participants there. Then if you think an enhancement is needed, post it in the channel for the correct product.