briancpotter
Structural
- Mar 12, 2013
- 200
I'm currently designing some concrete tanks for a wastewater treatment plant. Previously to calculate the seismic loads, I used the method from ACI 350.3, with the substitutions from ASCE 7-05 chapter 15, section 15.7.7.3.
I'm currently looking at the same chapter and section in ASCE 7-10, and it's been changed in a way that's confusing to me. It's pointing to 9.4.2 and 9.4.3 in ACI 350.3, but as far as I can tell these sections don't exist.
Anyone with water tank design experience care to shed some light?
Brian C Potter, PE
Simple Supports - The history and practice of structural engineering.
ConstructionPic - Send annotated jobsite photos.
I'm currently looking at the same chapter and section in ASCE 7-10, and it's been changed in a way that's confusing to me. It's pointing to 9.4.2 and 9.4.3 in ACI 350.3, but as far as I can tell these sections don't exist.
Anyone with water tank design experience care to shed some light?
Brian C Potter, PE
Simple Supports - The history and practice of structural engineering.
ConstructionPic - Send annotated jobsite photos.