JavaScript must be enabled in order to use this site.Please enable JavaScript in your browser and refresh the page. AS 3600-2009 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 8.6.1 RC Beam Crack Control Section 8.6.2 PT Beam Crack Control Section 9.1 Strength of Slabs in Bending Section 9.4.1 RC Slab Crack Control Section 9.4.2 PT Slab Crack Control Section 9.4.3.2 Shrinkage and Temperature Punching Shear Design Parent topic: AS 3600-2009 Design