Thank you so much for your answer.
I´m still wondering why there is no clear definition for the value of f´c.
So as I understand you, f´c is a percentile value/strength and definetly not a average strength.
In Germany we also use the system with the exposure conditions. So f.e. we select the...
Hey guys,
I´m currently designing a bridge (shear problem) with the canadian standard (CSA S6:19 or A23.3:19). I have already read a lot of literature and other background reports on the Canadian standard, but unfourtunatly I have some problems where I cant find any solution. Therefore i would...