In AS3600 - 2018 wall section, one condition we can avoid using confinement as columns (when design wall as column) is when vertical reo ratio is <= 0.01. But how can we achieve this when we design wall as column in the first place?
Also, what does "the vertical reo is not used as...
AS3600-2018 states that walls to be designed as strut and tie when H/L > 2. Can anyone walk me through how to design shear walls as strut & tie? Some examples will be great.
I understand how to design pile cap or deep wall (or beam) as strut and tie under gravity. But how do I design walls as...
