There is a new steel tube installed over the existing building structure to support ACM panel cladding. I’m reviewing whether the calculated wind pressure of 31.8 psf is acceptable for this connection.
Do I need to perform my own wind pressure calculation to verify this value, or should I be reviewing additional information such as anchor details to determine if the steel tube is adequate for the load?
Please see the attached PDF for reference.
Thank you in advance
View attachment 14370
Do I need to perform my own wind pressure calculation to verify this value, or should I be reviewing additional information such as anchor details to determine if the steel tube is adequate for the load?
Please see the attached PDF for reference.
Thank you in advance
View attachment 14370
