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The pull-out test load and test requirement should be mentioned in the Approval letter. In general, it will be (1.5 x recommended load) under a standard method for conducting tests in axial tensile forces based on the BS 5080-1: 1993, the HST3 recommended load table is attached for your reference. Moreover, The test load for the pull-out test ...
The pull-out test load and test requirement should be mentioned in the Approval letter. In general, it will be (1.5 x recommended load) under a standard method for conducting tests in axial tensile forces based on the BS 5080-1: 1993, the HST3 recommended load table is attached for your reference. (ETAG001 Part 1 6.1.2.1)
The on-site pull-out test for anchors and rebar should follow the BS5080: Part 1: 1993 test method. The method statement should be provided by the laboratory conducting the testing. Please let us know if you have any further questions. Cheers, Tania
The pull-out test load and test requirement should be mentioned in the Approval letter. In general, it will be (1.5 x recommended load) under a standard method for conducting tests in axial tensile forces based on the BS 5080-1: 1993. Moreover, The test load for the pull-out test should be review by the approver or designer.
Post-Installed Rebar - Product Qualification [Part 3] Pull-out test as the final gate keeper. Pull out test is the final gate keeper for quality control. It is specifier by BD under Common conditions and requirements. The testing load will be 1.5 times of the recommended load but less than the yield load of steel.
The recommended sampling rate and test requirement should be mentioned in the Approval letter. In general, it will be 1% of total anchors or 5 nos of anchors under a standard method for conducting tests in axial tensile forces based on the BS 5080-1: 1993. Moreover, The test load for the pull-out test should be provided by the approver or designer.
Posted by Tania@Hiltiabout 6 years ago. Hi Fito, Thank you for your question. Please see the attached technical data page 5 for your reference. Let us know if you need any further helps. Cheers, Tania. HST3, HST-3, method statement. HST3.compressed.pdf1.43 MB.
The pull-out test loading is based on different on-site setting such as rebar size, edge distance, spacing... For the detailed checking, please send the on-site setting to TeamEngineering.HK@hilti.com for further discussion. Please provide the Pull-out Test Recommended Load for T10 to T40 steel bar C40 concrete grade by Hilti HIT-RE500V3 (Post ...
pull out test, Shear Test. 0 Likes 1 Reply. 1 Reply. Posted by Hilti Employee (lamder) over 1 year ago ...
may i know the pull out test sample frequency for HST3 according to BS 5080-1:1993, thanks