I guess no need to give a negative sign for load under seismic definition because only absolute value is considered for seismic mass. Same applies to joint load method, reference load method need no sign convention . Now new features in staad for mass load is enough for seismic load
Great Work Sir Thanks
Thank you sir superb ❤
Why there comes 10mm and 12mm dia in beam design
I guess no need to give a negative sign for load under seismic definition because only absolute value is considered for seismic mass. Same applies to joint load method, reference load method need no sign convention . Now new features in staad for mass load is enough for seismic load
After selecting concrete design doesnt show even after following the complete video
Sir generate option is not comming after selection of is code please help