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DIN 4227-6:1982-05

Withdrawn

Withdrawn

A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.

PRESTRESSED CONCRETE - STRUCTURAL COMPONENTS WITH UNBONDED PRESTRESSING

Available format(s)

Hardcopy , PDF

Withdrawn date

01-03-1996

Language(s)

English

Published date

12-01-2013

1 Field of application
2 Construction engineering documents, resident engineer
      and specialist personnel
3 Structural materials
      3.1 Concrete
      3.2 Prestressing steel
4 Checking the quality of the materials
5 Carrying out the prestressing
6 Prestressing for constructional design
      6.1 Reinforcement with reinforcing steel
      6.2 Prestressing steel tendons
      6.3 Minimum reinforcement
7 Calculation principles
      7.1 Required verification by calculation
      7.2 Determination of sectional plane parameters and
             of deformations
8 Time-dependent deformation behaviour
9 Verification of steel stresses in the working state
      10 Limitation of crack width in the working state
      10.1 Principles
      10.2 Verification of limitation of crack width
      10.3 Limitation of crack width without verification
11 Verification of the mathematical fracture state for
      bending, for combined bending and axial loading and for
      longitudinal force
      11.1 Principles
      11.2 Mathematical fracture state and safety factors
12 Inclined main stresses, allowance for shear
13 Anchorages within the load-bearing structure
14 Slab-type structural components, floors
      14.1 Determination of sectional plane parameters,
             suitability
      14.2 Verification of the mathematical fracture state
      14.3 Protection against consequential damage

DocumentType
Standard
Pages
8
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Withdrawn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

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