Minimum Pier Reinforcing
Minimum Pier Reinforcing
(OP)
All,
Where in ACI 318 does it state that for compressive members that are oversized for architectural purposes or maybe for geotechnical reasons can we defer from the 0.01 Ag to some lesser value?
TIA
Where in ACI 318 does it state that for compressive members that are oversized for architectural purposes or maybe for geotechnical reasons can we defer from the 0.01 Ag to some lesser value?
TIA






RE: Minimum Pier Reinforcing
RE: Minimum Pier Reinforcing
RE: Minimum Pier Reinforcing
RE: Minimum Pier Reinforcing
7.10
10.2
10.3
10.8.4 (the one dealing with this post)
10.9
10.15