12-15-2009, 06:57 AM
hi every body...
i have a problem...i can't use etabs result for shear wall design
the walls are designed as "simplified C&T section" and columns are edge members and i choose "reinforcement to be checked" for them(they are checked not designed)...
for example i see 3.177 in "right top" in etabs result...now i don't know ?
i must add this number to column reinforcement ?
what should i do with this number?
i have a problem...i can't use etabs result for shear wall design
the walls are designed as "simplified C&T section" and columns are edge members and i choose "reinforcement to be checked" for them(they are checked not designed)...
for example i see 3.177 in "right top" in etabs result...now i don't know ?
i must add this number to column reinforcement ?
what should i do with this number?