BadgerPE
Structural
- Jan 27, 2010
- 500
Hey all,
I have an existing PEMB building that I am trying to model to determine whether or not structural modifications (ie additional x-bracing or portal frames) will be needed for an addition to the building. I have attached the model for review. When evaluating wind loading in the Z-direction I am getting two differing results for the corner columns of the symmetric building and I can't for the life of me figure out why. Any help would be greatly appreciated.
I have an existing PEMB building that I am trying to model to determine whether or not structural modifications (ie additional x-bracing or portal frames) will be needed for an addition to the building. I have attached the model for review. When evaluating wind loading in the Z-direction I am getting two differing results for the corner columns of the symmetric building and I can't for the life of me figure out why. Any help would be greatly appreciated.