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DIN 1075:1981-04

Withdrawn

Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.

CONCRETE BRIDGES; DIMENSIONING AND CONSTRUCTION

Available format(s)

Hardcopy , PDF

Withdrawn date

01-10-2011

Language(s)

English

Published date

12-01-2013

1 Field of application
2 Technical documents
      2.1 Drawings
      2.2 Structural calculation
3 Design loads
4 Minimum dimensions, concrete covering for reinforcement
5 Load-bearing structures of the superstructure
      5.1 General
             5.1.1 Concept
             5.1.2 Choice of system
             5.1.3 Co-operating slab width
      5.2 Slabs
             5.2.1 General
             5.2.2 Directly travelled-over slabs of road
                      bridges
      5.3 Box girders
6 Arch-shaped load-bearing structures
      6.1 Arched bridges
             6.1.1 Principles of dimensioning
             6.1.2 Verification of safety against buckling
                      6.1.2.1 Coefficients of safety
                                 against buckling in the case
                                 of arches
                      6.1.2.2 Verification of safety
                                 against buckling in the case
                                 of reinforced concrete arched
                                 load-bearing structures in
                                 the plane of the arch
                      6.1.2.3 Verification of lightly
                                 reinforced and non-reinforced
                                 arched load-bearing
                                 structures in the plane of
                                 the arch
                      6.1.2.4 Safety against buckling at
                                 right angles to the plane of
                                 the arch
      6.2 Vaults
7 Columns, piers, abutments and foundations
      7.1 General
             7.1.1 Transmission of the braking forces
             7.1.2 Abutments connected to the super-
                      structure
      7.2 Columns, piers, abutments and foundations of
             reinforced concrete
             7.2.1 Additional principles of design
             7.2.2 Verification of safety against buckling
      7.3 Columns, piers, abutments and foundations of
             non-reinforced concrete
8 Transmission of concentrated loads
      8.1 General
      8.2 Centrally loaded transmission slab
      8.3 Eccentrically loaded transmission slab
9 General verifications
      9.1 Determination of the sectional plane parameters
      9.2 Dimensioning of concrete and reinforced concrete
             components
      9.3 Verifications in respect of mainly non-static
             and mainly static stressing
      9.4 Limitation of crack width for reinforced concrete
             components
      9.5 Lateral impact on kerbs and safety devices
      9.6 Stressing during tilting over
10 Additional directives relating to reinforcement
      10.1 Minimum reinforcement of reinforced concrete
             superstructures
      10.2 Reinforcement of reinforced concrete columns for
             the absorption of impacts caused by vehicles
Standards and documents referred to
Further standards and documents

DocumentType
Standard
Pages
16
PublisherName
German Institute for Standardisation (Deutsches Institut für Normung)
Status
Withdrawn

DIN 4227-1 : 88 AMD 1 95 PRESTRESSED CONCRETE - STRUCTURAL MEMBERS MADE OF ORDINARY CONCRETE, WITH CONCRETE TENSILE STRESSES OR WITH LIMITED CONCRETE TENSILE STRESSES
DIN 1072:1985-12 ROAD AND FOOT BRIDGES - DESIGN LOADS
DIN 1072 Beiblatt 1:1988-05 ROAD BRIDGES - DESIGN LOADS - EXPLANATIONS

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