ETABS_non-uniform shell load
ETABS_non-uniform shell load
(OP)
Hi guys,
I am excited with such question, how to apply a non-uniform load to the face of the wall? Who can explain the principle of applying a non-uniform load in this program? Can anyone direct me to any ideas?
Thanks
I am excited with such question, how to apply a non-uniform load to the face of the wall? Who can explain the principle of applying a non-uniform load in this program? Can anyone direct me to any ideas?
Thanks





RE: ETABS_non-uniform shell load
The higher the height Z coordinate, the higher the load if you apply a value in C, for example.
RE: ETABS_non-uniform shell load
RE: ETABS_non-uniform shell load
For the Slab I have applied, A=10, B=2, C=0, D=0, in Gravity direction. That's mean a 0 load in the x=0,y=0. And a 48 load in x=4, y=4. That produce a 384 Z Base reaction.
For the wall I have applied, A=0, B=2, C=0, D=0, in global X direction. That's mean a 0 load in the X=0, y=0. And a 48 load in y=4, z=4. That produce a X -384 Base reaction.
RE: ETABS_non-uniform shell load