DIN 4028 E : 1982

1 Field of application<br>2 Concepts<br>3 Standard designation<br>4 Directions for application<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;4.1 General<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;4.2 Panels<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;4.3 Environmental conditions<br>5 Requirements for manufacturing plants and building <br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;contractors<br>6 Building materials<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;6.1 General<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;6.2 Concrete<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;6.3 Reinforcing steel<br>7 Constructional design<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;7.1 Shape and dimensions<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;7.2 Directives on reinforcement<br>8 Marking and delivery note<br>9 Design<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;9.1 Determining the sectional plane parameters<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;9.2 Design for bending and combined bending and <br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;axial loading<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;9.3 Verification of shear stress<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;9.4 Verification of anchoring of reinforcement<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;9.5 Limitation of crack width under service load<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;9.6 Limitation of deflection under service load<br>10 Verification of quality<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;10.1 General<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;10.2 Concrete compressive strength<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;10.3 Load-bearing capacity of slabs<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;10.4 Apparent specific gravity<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;10.5 Cement-based corrosion protection coatings<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;10.6 Dimensions<br>11 Supervision (Supervision of quality)<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;11.1 General<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;11.2 Internal control<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;11.3 Third party supervision<br>12 Manufacture, storage and transport<br>13 Installation of slabs<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;13.1 Subsequent working<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;13.2 Measure to be taken during laying<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;13.3 Supports<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;13.4 Support design<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;13.5 Anchoring and interconnection of slabs<br>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;13.6 Grouting of joints