By: RISA
Updated Shear Contribution for Concrete (Vc) per ACI 318-19
The new ACI 318-19 code has been implemented into RISA-3D v19,...
Recent tests and analytical results for concrete columns have indicated that considering shear along each centroidal axis independently can be unconservative. Therefore current versions of RISA-3D, RISAFloor and RISAFoundation have included the consideration for the interaction of shear forces acting along orthogonal axes per ACI 318-19 equation 22.5.1.11.
When Vu/ΦVn > 0.5 in both orthogonal directions, a new expandable section of the Detail Report will appear for the interaction equation.
RISA-3D
RISAFoundation
OCTOBER 30, 2020
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Expanded Load Categories in RISA-3D and RISAFoundation
New to RISA-3D v19 and RISAFoundation v13 is the ability to apply up to...
OCTOBER 30, 2020
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Cold Formed Steel Wall Design Now Available
Cold-formed steel framing is a durable, reliable and cost-effective...