Section 4.4.1 / 4.3.8 Slabs (shear)
One-way shear (not punching shear) design of prestressed slabs is calculated per section 4.3.8 with one exception. Links are not required unless V is greater than or equal to Vc.
One-way shear (not punching shear) design of prestressed slabs is calculated per section 4.3.8 with one exception. Links are not required unless V is greater than or equal to Vc.