CTSeng
Structural
- Jan 21, 2003
- 125
Have seen engineers use different techniques for determining the least horizontal dimension, wind load parameter. It's obvious for nice rectangular buildings but how about L-shaped, T-shaped or buildings with multiple wings.
The consensus seems to be either to use the true least plan dimension of the smallest wing or the smaller dimension of an assumed rectangle that encompasses the buildings largest dimensions.
What’s the correct approach. Thanks.
The consensus seems to be either to use the true least plan dimension of the smallest wing or the smaller dimension of an assumed rectangle that encompasses the buildings largest dimensions.
What’s the correct approach. Thanks.