bylar
Structural
- Jan 3, 2002
- 173
I have been using STAAD's Wind load generator to analyse window walls and have had good sucess but i have found this problem which I believe to an error in STAAD and I wonder if anyone else has had the same problem?
As long as the wall is perpendicular to the wind the forces are distributed properly but if I turn the wall at 45 degrees to the wind no forces show up on the joints of the wall.
What I have is a wall that forms a prowl, that is at 45 degrees to the x axis and then turns 90 degrees which is again at 45 degrees to the x axis and the reaction and joints show values (value of 0)
Has anyone else had this experience?
As long as the wall is perpendicular to the wind the forces are distributed properly but if I turn the wall at 45 degrees to the wind no forces show up on the joints of the wall.
What I have is a wall that forms a prowl, that is at 45 degrees to the x axis and then turns 90 degrees which is again at 45 degrees to the x axis and the reaction and joints show values (value of 0)
Has anyone else had this experience?