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NA 005

DIN Standards Committee Building and Civil Engineering

About NABau Projects Drafts Publications Documents withdrawn without replacement National committees European committees International committees

DIN EN 845-1 [Withdrawn] references following documents:

Document number	Edition	Title
EN 846-10	2000-02	Methods of test for ancillary components for masonry - Part 10: Determination of load capacity and load deflection characteristics of brackets More
EN 846-11	2000-02	Methods of test for ancillary components for masonry - Part 11: Determination of dimensions and bow of lintels More
EN 846-14	2012-09	Methods of test for ancillary components for masonry - Part 14: Determination of the initial shear strength between the prefabricated part of a composite lintel and the masonry above it More
EN 846-2	2000-02	Methods of test for ancillary components for masonry - Part 2: Determination of bond strength of prefabricated bed joint reinforcement in mortar joints More
EN 846-3	2000-02	Methods of test for ancillary components for masonry - Part 3: Determination of shear load capacity of welds in prefabricated bed joint reinforcement More
EN 846-4	2001-11	Methods of tests for ancillary components for masonry - Part 4: Determination of load capacity and load-deflection characteristics of straps More
EN 846-5	2012-08	Methods of test for ancillary components for masonry - Part 5: Determination of tensile and compressive load capacity and load displacement characteristics of wall ties (couplet test) More
EN 846-6	2012-08	Methods of test for ancillary components for masonry - Part 6: Determination of tensile and compressive load capacity and load displacement characteristics of wall ties (single end test) More
EN 846-7	2012-08	Methods of test for ancillary components for masonry - Part 7: Determination of shear load capacity and load displacement characteristics of shear ties and slip ties (couplet test for mortar joint connections) More
EN 846-8	2000-02	Methods of test for ancillary components for masonry - Part 8: Determination of load capacity and load-deflection characteristics of joist hangers More

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