Concrete Q&A: Applicability of Seismic Reduction Factor for Anchor Design and Testing Requirements for Overhead Anchors
Appears on pages(s):
shear, ductility, inspection, loading
This month’s Q&A contains two parts. The first focuses on the 0.75 seismic reduction factor in ACI 318 for designing anchors in tension; the second discusses testing requirements and frequency of testing for overhead mechanical and adhesive anchors.