How to solve this issue

hello friends
while i'm design a structure and i turned off the seismic switch by assuming the "Important factor=0"
the idecad had added the seismic load combinations in the column design
how to solve this issue for designing the column only by (1.2DL+1.6LL)?
regards

Re: how to solve this issue please?

Hi Ammer,

0.9+-E combinations are automatic created combinations according to TS 500. Even if seismic forces are not exist by setting "Important factor=0", unfortunately you can't remove or change them. Forces from calculated 0.9G contains adverser result than 1.2G+16Q combination for column reinforcement concrete design so program picked 0.9G combination for result to show on report in version 8.62.

Re: how to solve this issue please?


THANKS MR. HAKAN I HOPE TO SOLVE THIS ISSUE AT THE FUTURE FOR THE LAST UPDATE.....