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1-how to calculate deflection for a t-beam? 2-will it be different from the rectangular beam? 3-will concrete strength effect the deflection?
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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 face of support and not at a distance d from the face of support as in the case of beam loaded at the top.same case is when supporting member is in tension R11.1.3.1(e) relevant commentary and figures are at the link plz check http://wiki-edupunk.blogspot.com/2012/08/aci-commentary-r11131.html 1.why is it so?why critical shear at the face of support? 2.how can practically a beam is loaded near bottom? Thanking you in anticipation for your kindness and guidance
