When is it allowed to use a modifier of 0.35 for walls? From what I know this is done when the wall is in tension. Anyone please give me procedure how this is done in the software itself and if possible, a manual check also. Thanks in advance.
I have been engaged in design of "blade columns", which is the term they used (probably an architect's term) for walls that were used for its thinner dimension compared to normal RC columns. I'd like to ask if anyone knows any specific guidance from codes or texbooks that specifically identifies...
