JavaScript must be enabled in order to use this site.Please enable JavaScript in your browser and refresh the page. BS8110 / TR43 code implementation Section 3.2.2.1 Redistribution of moments (Ductility Check) Section 3.4.4 Design resistance moment of beams Section 3.4.5 Design shear resistance of beams Section 3.4.5.13 Torsion Section 3.5.4 Resistance moment of solid slabs Section 3.5.5 Shear resistance of solid slabs Section 3.12.5 Minimum areas of reinforcement in members Section 3.12.11.2.1 Bar spacing Section 3.12.11.2.4 Beam Bar spacing Section 3.12.11.2.7 Slab Bar spacing Section 4.2.3.1 Redistribution of Moments (Ductility Check) Section 4.3.4.2 Compressive stresses in concrete Section 4.3.4.3 Flexural tension stresses in concrete Determination of Bonded vs. Unbonded Cross Sections Calculation of Supplemental Untensioned Reinforcement Calculation of Supplemental Reinforcement Per 4.3.4.3(c) Calculation of Supplemental Reinforcement Per TR 43, 6.10.5 Section 4.3.5.1 Design compressive stresses (Transfer) Section 4.3.5.2 Design tensile stresses in flexure (Transfer) Section 4.3.7 Ultimate limit state for beams in flexure Section 4.3.8 Design shear resistance of beams Section 4.3.9 Torsion Section 4.4.1 / 4.3.8 Slabs (shear) Section 4.12.2 Limitation on area of prestressing tendons Part 2, Section 3.8.3 Assessment of Crack Widths TR 43 / Section 6.10.6 Minimum un-tensioned reinforcement Punching shear design Parent topic: BS 8110: 1997 Design