JavaScript must be enabled in order to use this site.Please enable JavaScript in your browser and refresh the page. ACI 318-14 code implementation Section 7.6.1.1 and 8.6.1.1 Minimum Flexural Reinforcement Sections 7.5.2, 8.5.2 and 9.5.2 Factored Moment Resistance (Non prestressed) Sections 7.3.3.1, 8.3.3.1, and 9.3.3.1 Ductility (Non prestressed) Sections 9.6.1.1 and 9.6.1.2 Minimum Reinforcement of Flexural Members (Non Prestressed) Sections 7.7.2.2 and 9.7.2.2 Minimum Reinforcement of Flexural Members (Non Prestressed) Sections 7.5.3, 8.5.3 and 9.5.3 Shear Resistance (Non Prestressed) Sections 7.5.3, 8.5.3 and 9.5.3 Shear Resistance (Prestressed) Section 9.5.4 Beam Torsion Chapter 8 (Two-way slab systems) Section 24.5.2.1 Service Tensile Stress Limit Section 24.5.3.1 Initial (at stressing) Compressive Stress Limit Section 24.5.3.2 Initial (at stressing) Tensile Stress Limit Section 24.5.4.1 Sustained Compressive Stress Limit Section 24.5.4.1 Service Compressive Stress Limit Sections 7.7.2.2 and 9.7.2.2 Reinforcement Spacing Limits for Class C Members Section 7.5.2, 8.5.2 and 9.5.2 Design Flexural Resistance (Prestressed) Sections 7.6.2.1, 8.6.2.2 and 9.6.2.1 Cracking Moment Sections 7.6.2.3 and 9.6.2.3 Minimum Reinforcement - One Way Section 8.6.2.3 Midspan Two Way Minimum Reinforcement Section 8.6.2.3 Support Two Way Minimum Reinforcement Punching Shear Design Parent topic: ACI 318-14 Design