JavaScript must be enabled in order to use this site.Please enable JavaScript in your browser and refresh the page. CAN/CSA A23.3-10 Code Implementation Section 7.4.1.1 Minimum Bar Spacing Section 7.4.1.3 Maximum Bar Spacing Section 7.6.5.2 Maximum Tie Spacing Section 8.4.2 Factored Concrete Strength Section 8.4.3 Factored Reinforcement Strength Section 8.5.1 Design Strength of Reinforcement Section 8.6.2.2 Modulus of Elasticity of Concrete Ec Section 8.6.4 Modulus of Rupture of Concrete Section 8.6.5 Density of Concrete Section 10.1.2 Plane Sections Assumption Section 10.1.3 Maximum Concrete Strain Section 10.1.5 Tensile Strength of Concrete Section 10.1.6 Concrete Stress-Strain Relationship Section 10.5.1.1 Minimum Reinforcement for Beams Section 10.5.2 (Ductility Check) Limitation of c/d Section 10.6.1 Crack Control Parameter Section 10.6.2 Skin Reinforcement Section 10.9.1 Minimum Reinforcement for Columns Section 10.9.2 Maximum Reinforcement for Columns Section 10.9.3 Minimum Number of Bars for Columns Section 10.10.4 Column Resistance Section 10.10.5 Minimum Reinforcement for Columns Section 11.2.8.1 Minimum Shear Reinforcement Required Section 11.2.8.2 Minimum Shear Reinforcement Section 11.2.9.1 Shear Consideration Due to Torsion Section 11.2.10 Effective Web Width Section 11.3.1 Required Shear Resistance Section 11.3.3 Maximum Shear Resistance by Concrete Section 11.3.4 Shear Resistance by Concrete, Vc Section 11.3.5.1 Shear Resistance by Steel, Vs Section 11.3.6.4 Determination of β and θ Section 11.3.8.1 Maximum Spacing of Transverse Reinforcement Section 11.3.8.3 Maximum Spacing of Transverse Reinforcement Sections 11.3.9.2 and 11.3.9.3 Longitudinal Reinforcement Due to Shear Section 11.3.9.4 Compression Fan Reinforcement Section 11.3.9.5 Anchorage of Longitudinal Reinforcement at End Supports Section 11.3.10.2 Transverse Reinforcement for Torsion Section 11.3.10.3 Reinforcement for Torsion Section 11.3.10.4 Cross Sectional Dimensions to Avoid Crushing Section 11.3.10.5 Determination of εx for General Method Section 11.3.10.6 Longitudinal Reinforcement Due to Torsion Section 12.2 Development of Deformed Bars in Tension Section 12.3 Development of Deformed Bars in Compression Section 12.5 Development of Standard Hooks in Tension Sections 12.11.1 and 12.11.2 Span Detailing Parent topic: Technical Notes - CAN/CSA A23.3-10
