Reinforced Concrete Design To Eurocode 2 7th Edition
Contents
- 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 S trains 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
- Span–Effective Depth Ratios
- Calculation Of Deflection
