DIN 18807-2:1987-06
Withdrawn
TRAPEZOIDAL SHEETING IN BUILDING - TRAPEZOIDAL STEEL SHEETING - DETERMINATION OF LOADBEARING CAPACITY BY TESTING
Hardcopy , PDF
English
01-01-1987
06-01-2011
1 Field of application
2 Symbols
3 Test configuration
3.1 General
3.2 Dimensions, auxiliary structures and positioning
of test sheets
3.3 'Single-span beam' test (Test A)
3.4 'Intermediate support' test (Test B)
3.5 'End support' test (Test C)
3.6 'Multiple-span beam' test (Test D)
3.7 Impact (walkability) test (Test E)
4 Test procedure
4.1 General
4.2 Measurement of profile dimensions
4.3 Determination of self-weight of loading device
4.4 Rate of loading
4.5 Materials testing
5 Number of tests
5.1 Minimum number of sheet thicknesses to be tested
5.2 Minimum number of tests
5.3 Minimum number of effective spans to be tested
in Tests B and D
6 Presentation of results
7 Evaluation of test results
7.1 General
7.2 Action-effects
7.3 Test A
7.4 Test B
7.5 Test C
7.6 Test D
7.7 Test E
8 Design
Standards and other documents referred to
Deals with the procedure and evaluation of tests for determining the loadbearing capacity of corrosion-protected trapezoidal (profiled) steel sheeting subjected to predominantly static loading (c.f. sub-clause 1.4 of DIN 1055 Part 3, June 1971 edition), which is used in building construction for roofs, floors, walls and wall cladding (see Figure 2 in DIN 18807 Part 1, June 1997 edition, for examples of profiled types).
| DocumentType |
Standard
|
| Pages |
10
|
| PublisherName |
German Institute for Standardisation (Deutsches Institut für Normung)
|
| Status |
Withdrawn
|
| DIN 18807-2 : 1987 AMD 1 2001 | TRAPEZOIDAL SHEETING IN BUILDING - STEEL TRAPEZOIDAL SHEETING - EXECUTION AND EVALUATION OF ULTIMATE STRENGTH TESTS |
| DIN 18807-3:1987-06 | TRAPEZOIDAL SHEETING IN BUILDING - STEEL TRAPEZOIDAL SHEETING - STRENGTH ANALYSIS, STRUCTURAL DESIGN |
| DIN 18807-1 : 1987 AMD 1 2001 | TRAPEZOIDAL SHEETING IN BUILDING - TRAPEZOIDAL STEEL SHEETING - GENERAL REQUIREMENTS AND DETERMINATION OF LOADBEARING CAPACITY BY CALCULATION |