Dear members
salam http://www.sepakistan.com/public/style_emoticons/#EMO_DIR#/smile.png
in the ACI 11.1.3.1commentary
Fig.R11.1.3.1(http://www.sepakistan.com/public/style_emoticons/#EMO_DIR#/cool.png it is mentioned that if a beam is loaded near bottom critical shear should be considered at the...