Murali27
Structural
- Sep 28, 2002
- 147
Dear friends,
I have got a irregular building of "L" shape. Height > 60'
as per ASCE 7-98, what to assume for L & B values....in the caluculation of pressure coefficients...
dimensions (in ft) of the building looks like this
103'
|- - - -|
| |
| | 108'
_________|_______|
| |
| |
124' | |
|____ _ ___________|
289'
Can we apply the wind forces to the individual wings..on either direction??
Your input will be appreciated...
I have got a irregular building of "L" shape. Height > 60'
as per ASCE 7-98, what to assume for L & B values....in the caluculation of pressure coefficients...
dimensions (in ft) of the building looks like this
103'
|- - - -|
| |
| | 108'
_________|_______|
| |
| |
124' | |
|____ _ ___________|
289'
Can we apply the wind forces to the individual wings..on either direction??
Your input will be appreciated...