Title:
Further Thoughts on "Tilt-Up Design Pitfalls"
Author(s):
Peter H. Bischoff
Publication:
Concrete International
Volume:
46
Issue:
10
Appears on pages(s):
39-43
Keywords:
wall, load, moment, deflection
DOI:
Date:
10/1/2024
Abstract:
The article discusses slender wall design at service loads with the new expression for the effective moment of inertia introduced into ACI 318-19(22), which now uses a reduced cracking moment for computing deflection. A recommendation is also made to provide a limiting condition for the axial wall load to avoid erroneous calculation of the factored moment by direct calculation.