Jan 15, 2007 #1 Towny79 Structural Jan 15, 2007 1 Does anybody know how to calculate the shear capacity of a plain rectangular concrete section (i.e. no tension or shear reinforcement)? Cheers
Does anybody know how to calculate the shear capacity of a plain rectangular concrete section (i.e. no tension or shear reinforcement)? Cheers
Jan 15, 2007 #2 Gumpmaster Structural Jan 19, 2006 397 See ACI 318-05 Chapter 22. Structural Plain Concrete. Section 22.5.4 is design of rectangular cross sections subject to shear. Upvote 0 Downvote
See ACI 318-05 Chapter 22. Structural Plain Concrete. Section 22.5.4 is design of rectangular cross sections subject to shear.
