JavaScript must be enabled in order to use this site.Please enable JavaScript in your browser and refresh the page. ACI 318-05 code implementation Section 7.12 Shrinkage and Temperature Reinforcement Section 10.2 Factored Moment Resistance (Non prestressed) Section 10.3.5 Ductility (Non prestressed) Section 10.5.1 Minimum Reinforcement of Flexural Members (Non Prestressed) Section 10.6.4 Minimum Reinforcement of Flexural Members (Non Prestressed) Section 11.3 Shear Resistance of Beams (Non Prestressed) Section 11.4 Shear Resistance of Beams (Prestressed) Section 11.6 Beam Torsion Chapter 13 (Two-way slab systems) Section 18.3.3 Service Tensile Stress Limit Section 18.4.1a Initial (at stressing) Compressive Stress Limit Section 18.4.1b Initial (at stressing) Tensile Stress Limit Section 18.4.2a Sustained Compressive Stress Limit Section 18.4.2b Service Compressive Stress Limit Section 18.4.4 Reinforcement Spacing Limits for Class C Members Section 18.7 Design Flexural Resistance (Prestressed) Section 18.8.2 Cracking Moment Section 18.9.2 Minimum Reinforcement - One Way Section 18.9.3.2 Midspan Two Way Minimum Reinforcement Section 18.9.3.3 Support Two Way Minimum Reinforcement Punching Shear Design Parent topic: ACI 318-05 Design