DIN 1045-1:2001-07

Foreword
Introduction
1 Scope
2 Normative references
3 Terms, definitions and symbols
   3.1 Terms and definitions
   3.2 Quantities and symbols
   3.3 SI units
4 Documentation
   4.1 Scope
   4.2 Drawings
   4.3 Design analysis
   4.4 Specification of works
5 Safety concept
   5.1 General state
   5.2 Design resistance
   5.3 Ultimate limit state
   5.4 Serviceability limit states
6 Durability
   6.1 General
   6.2 Exposure classes and minimum concrete strength
   6.3 Concrete cover
7 Basis of structural analysis
   7.1 Requirements
   7.2 Imperfections
   7.3 Idealizations and simplifications
8 Methods of analysis
   8.1 General
   8.2 Linear-elastic analysis
   8.3 Linear-elastic analysis with redistribution of moments
   8.4 Plastic analysis
   8.5 Non-linear analysis
   8.6 Linear members and walls in axial compression
         (second order theory)
   8.7 Prestressed structures
9 Materials
   9.1 Concrete
   9.2 Reinforcement
   9.3 Prestressing steel
10 Analyses for the ultimate limit state
   10.1 General
   10.2 Bending, axial force and coexistent bending and
         axial force
   10.3 Shear
   10.4 Torsion
   10.5 Punching shear
   10.6 Strut-and-tie models
   10.7 Partial area loading
   10.8 Fatigue analysis
11 Analyses for the serviceability limit state
   11.1 Limitation of stresses
   11.2 Crack control and check for decompression
   11.3 Limitation of deformations
12 Detailing arrangements for reinforcement and tendons
   12.1 General
   12.2 Spacing of bars
   12.3 Bending of steel
   12.4 Bonding conditions
   12.5 Design bond stress
   12.6 Anchorage of longitudinal reinforcement
   12.7 Anchorage of links and shear reinforcement
   12.8 Joints
   12.9 Bundles of bars
   12.10 Tension members (tendons)
13 Detailing arrangements for structural members
   13.1 Members predominately subjected to bending
   13.2 Beams and T-beams
   13.3 Solid slabs cast in-situ
   13.4 Prefabricated floor systems
   13.5 Columns
   13.6 Deep beams
   13.7 Walls
   13.8 Connection and support of precast elements
   13.9 Zones of load transfer
   13.10 Forces associated with changes in direction
   13.11 Indirect support
   13.12 Limitation of damage due to accidental actions

Covers the design and construction of structures (including civil engineering structures) made from plain, reinforced and prestressed concrete with normal-weight and lightweight aggregate, of strength classes C12/15 to C100/115 and LC12/13 to LC60/66.