Posted by: SUPERPIPER
Wind. - 11/30/05 03:50 AM
During analysis of external pipework,
Structural department indicated design windspeed of 115 mph.
I add this to the load cases:
+x
-x
+z
-z
But, do we normally add this wind force to the vertical directions? ie +/- Y?
Yor answers are appreciated.
Structural department indicated design windspeed of 115 mph.
I add this to the load cases:
+x
-x
+z
-z
But, do we normally add this wind force to the vertical directions? ie +/- Y?
Yor answers are appreciated.