Concrete – Design Processes – Composite Action – Stress–Strain Relations – Shrinkage And Thermal Movement – Creep – Durability – Specification Of Materials – Limit State Design – Limit States – Characteristic Material Strengths And Characteristic Loads – Partial Factors Of Safety – Combination Of Actions – Global Factor Of Safety – Analysis Of The Structure At The Ultimate Limit State – Actions – Load Combinations And Patterns – Analysis Of Beams – Analysis Of Frames – Shear Wall Structures Resisting Horizontal Loads – Redistribution Of Moments – Analysis Of The Section – Stress–Strain Relations – Distribution Of Strains And Stresses Across A Section In Bending – Bending And The Equivalent Rectangular Stress Block – Singly Reinforced Rectangular Section In Bending At The Ultimate – Limit State – Rectangular Section With Compression Reinforcement At The – Ultimate Limit State – Flanged Section In Bending At The Ultimate Limit State – Moment Redistribution And The Design Equations – Bending Plus Axial Load At The Ultimate Limit State – Rectangular–Parabolic Stress Block – Triangular Stress Block – Shear, Bond And Torsion – Shear – Anchorage Bond – Laps In Reinforcement – Analysis Of Section Subject To Torsional Moments – Serviceability, Durability And Stability Requirements – Detailing Requirements .