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Interpretation of Theoretical (Required) Reinforcement Results for RC Members
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Hello,
Could some one explain to me this topics
http://help.autodesk.com/view/RSAPRO/2015/ENU/?guid=GUID-84324591-17D9-460E-AF1E-DBD2AF363F8C
I can't understand because robobat gives me the total area of rienforcement and not As1, As2 As3 and As4 as shown in the topics (i know for symitrical raisons, As1=As2 and As3=As4); i use BAEL91 (Frensh standard), is ACI318 gives
the values of each side einforcement AS1,......
Sincerly
Another question: Whay the corner rebars are cumputed with AS1=AS2 and not As3=AS4
Sincerly