JavaScript must be enabled in order to use this site.Please enable JavaScript in your browser and refresh the page. CSA A23.3-04 code implementation Section 7.8 Minimum Reinforcement in Slabs Section 10.1 Factored Moment Resistance Section 10.5.1 Minimum Reinforcement in Beams (Non prestressed) Section 10.5.2 Redistribution of Moments - Ductility Check (Non prestressed) Section 10.6.1 Beams and One-way Slabs - Crack Control Section 10.5.1 Minimum Reinforcement of Flexural Members (Non Prestressed) Section 10.6.1 Minimum Reinforcement of Flexural Members (Non Prestressed) Section 11.3 Shear and Torsion Tension Section 11.3 Shear Resistance of Beams Section 11.3 Torsion Design Chapter 13 (Two-way slab systems) Section 18.3.1.1a Initial (at stressing) Compressive Stress Limit Section 18.3.1.1b Initial (at stressing) Tensile Stress Limit Section 18.3.2a Sustained Compressive Stress Limit Section 18.3.2b Service Compressive Stress Limit Section 18.7 Cracking Moment Section 18.8.2 Minimum Bonded Reinforcement Section 18.8.3 Minimum Reinforcement of Flexural Members (Prestressed) Punching Shear Design Parent topic: CSA A23.3-04 Design