DIN 4219-2:1979-12

1 Scope and field of application
2 Standards to be observed
3 Reinforcing steel
4 Concrete cover of the reinforcement
5 Theoretical values of self weight
6 Deformations
      6.1 Elastic modulus
      6.2 Deformations under loads in excess of the
             working load
      6.3 Creep and shrinkage
      6.4 Coefficient of thermal expansion
7 Design for bending, bending with longitudinal force
      or longitudinal force alone
      7.1 General
      7.2 Behaviour under working load
      7.3 Basic principles, determination of failure
             stress resultants
      7.4 Helically reinforced compression members
      7.5 Permissible compressive stress under partial
             area loading
      7.6 Verification of safety against buckling
      7.7 Unreinforced lightweight concrete components
8 Design for transverse force and torsion
      8.1 General
      8.2 Basic values of shear stress
      8.3 Design principles for shear reinforcement
      8.4 Dimensioning of shear reinforcementan 25 mm
9 Reduction of crack formation
10 Limitation of the deflection under working load
11 Reinforcement
      11.1 General
      11.2 Shear reinforcement
      11.3 Special features for LB 8 and LB 10 concrete
      11.4 Special requirements for reinforcing bars with
             ds not less than 25 mm
      11.5 Special requirements for reinforcing steel
             fabric
      11.6 Grouped bars
12 Minimum wall thickness for LB 8 and LB 10 concrete
      loadbearing walls