ingemor
Structural
- Feb 25, 2003
- 13
Etabs v8.4.6
On the flat slabs of a 3 story building, no beams, I have drawn several lines with no properties assigning uniform loads to all so as to model the DL of masonry nonstructural partition walls; some lines are joined to columns points, others are not. After running the model I get warnings for some of the lines, connected or not to columns, that lineloads are not transferred.
Help, what am I doing wrong?
Anticipated thanks.
On the flat slabs of a 3 story building, no beams, I have drawn several lines with no properties assigning uniform loads to all so as to model the DL of masonry nonstructural partition walls; some lines are joined to columns points, others are not. After running the model I get warnings for some of the lines, connected or not to columns, that lineloads are not transferred.
Help, what am I doing wrong?
Anticipated thanks.
