DIN 4227-6:1982-05
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.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
Hardcopy , PDF
01-03-1996
English
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Withdrawn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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