Hi there,
i am having a problem understanding the design output in Etabs in a RC structure.
for a given beam concrete design check, i am getting the following results in a certain beam section:
1- for Longitudinal reinforcement: TOP= 300mm
BOTTOM= 400mm...
Hi,
i am still new to etabs. i have a problem with shear design data output.
before running the analysis i assigned both the pier and spandrel labels to my shear wall.
after running the analysis etabs won't show me the spandrel analysis it just shows the pier analysis. although when i right...
