Updated Shear Contribution for Concrete (Vc) per ACI 318-19
The new ACI 318-19 code has been implemented into RISA-3D v19, RISAFloor v15, and RISAFoundation v13. One of the biggest changes between the ACI...
The new ACI 318-14 code has been implemented into RISA-3D v14, RISAFloor v10, and RISAFoundation v8.
To select this code for your design, simply choose them from the Codes tab of the Model Settings:
One of the main changes for the 2014 ACI code is a change to the minimum flexural reinforcement for elevated slabs (RISAFloor ES) and mat slabs (RISAFoundation). Please see ACI 318-14 Sections 7.6.1 and 8.6.1 (and Chapter 13’s references to Chapter 7 and Chapter 8) for more information.
The new ACI 318-19 code has been implemented into RISA-3D v19, RISAFloor v15, and RISAFoundation v13. One of the biggest changes between the ACI...
Concrete pile design is now incorporated in the pile cap results in RISAFoundation. With the addition of axial pile design in RISAFoundation...