JavaScript must be enabled in order to use this site.Please enable JavaScript in your browser and refresh the page. AS 3600-2018 code implementation Note: Class L reinforcement provisions are not included in RAM Concept ’s implementation Concrete Modulus of Elasticity Concrete Flexural Tensile Strength Unbonded Post-Tensioning Stress-Strain Curves Section 8.1 Strength of Beams in Bending 8.1.6 Minimum Flexural Strength 8.1.6.2 Transfer Compressive Stress Limits Section 8.1.5 Ductility of Beams in Bending Section 8.2 Shear Design Section 8.3 Beam Torsion Design Section 9.1 Strength of Slabs in Bending Section 8.6.1/9.5.1 Crack Control Section 8.6.2.2/9.5.2.2 Assessment of Crack Widths for RC Beams and Slabs Without Direct Calculation (Tables) Section 8.6.3/9.5.2.3 Crack Control for PT Beams and Slabs Without Direct Calculation (Tables) Section 8.6.3/9.5.2.3 Crack Control with Direct Crack Width Calculation Section 9.5.3.2 Minimum Shrinkage and Temperature Reinforcement in Primary Direction Punching Shear Design Parent topic: AS 3600-2018 Design