UtahAggiePE
Structural
- Dec 11, 2014
- 20
My question is related to multi-story building fenestration (curtain walls). The wind load procedures for the Components and Cladding in the ASCE 7 seem to indicate that the internal pressures are dependent on the building's overall height and that all floors will have the highest pressure calculated for the top floor elevation of the building. Am I correct in assuming this or can it be argued that separate floors that are basically sealed off from upper stories could have lower magnitude internal pressures?