TEST REPORT No : SHCCM160100055 Date : Jan 11, 2016 Page: of CONSTRUCTION JOINT STOCK COMPANY NO.1 108 CAO THANG STREET, DISTRICT 3, HOCHIMINH CITY, VIETNAM The following sample(s) was/ were submitted and identified on behalf of the client as: Sample Name : RINGLOCK SYSTEM MATERIALS Sample Number : SHCCM160100055 Test Required : Connection component test Test method : SGS in house Product or Lot No : CXJ2015-12-052 Buyer : CONSTRUCTION JOINT STOCK COMPANY NO.1 Manufacturer : ADTO GROUP Material and Mark : Q235 Date of Receipt : Jan 05, 2016 Test Period : Jan 05, 2016 to Jan 11, 2016 Test result(s) : For further details, please refer to the following page(s) ******** To be continued******** Signed for SGS-CSTC Standards Technical Services (Shanghai) Co., Ltd Joyce Li Authorized signatory TEST REPORT No : SHCCM160100055 Date : Jan 11, 2016 Page: of Test method: SGS in house (See Annex A for sketches of the test methods) Test result: I Joint connection Sample dimension: Vertical standard: Φ48.58mm*3.22mm (wall thickness) Horizontal Ledger: Φ48.35mm*2.22mm (wall thickness) Ring dimension: Φ123.70mm*9.69mm (wall thickness) Bending moment at junction Test item Allowable moment Requirement The sample should be in good condition when the bending moment was applied to 0.44kNm Description The sample was in good condition when the bending moment was applied to 0.44kNm The connection component showed visible Breaking / moment deformation when the maximum bending was applied to moment M=1.39kNm Normal load (Tension) on junction Test item Requirement Description Allowable The sample should be in good condition The sample was in good condition when the load when the load was applied to 17kN load was applied to 17kN Breaking load / One of the wedge was broken when the load was applied to 50.34kN ******** To be continued******** TEST REPORT No : SHCCM160100055 Date : Jan 11, 2016 Page: of Vertical load on ring Test item Requirement Description Allowable The sample should be in good condition The sample was in good condition when the load when the load was applied to 15kN load was applied to 15kN The connection component showed visible Breaking / load deformation when the load was applied to 34.19kN Horizontal load on ring Test item Requirement Description Allowable The sample should be in good condition The sample was in good condition when the load when the load was applied to 7kN load was applied to 7kN The horizontal ledger and the wedge showed Breaking / load visible deformation when the load was applied to 57.30kN Note: the test span is 2000mm offered by the client II Brace load (tensile force) Sample dimension: Diagonal brace: Φ48.22mm*2.21mm (wall thickness) Vertical standard: Φ48.69mm*3.28mm (wall thickness) Test item Requirement Description Allowable The sample should be in good condition The sample was in good condition when the load when the load is from 5kN to 14kN load is from 5kN to 14kN Breaking load The ring was broken and the wedge showed / visible deformation when the load was applied to 24.81kN Note: the test angle is 39° offered by the client ******** To be continued******** TEST REPORT No : SHCCM160100055 Date : Jan 11, 2016 Page: of III Vertical standard (post) Sample dimension: Vertical standard: Φ48.71mm*3.26mm (wall thickness) 1) Free height 2.00m Test item Requirement Description Allowable The sample should be in good condition The sample was in good condition when the load when the load was applied to 39kN load was applied to 39kN Breaking load The middle part of the standard was bent / when the load was applied to 112.76kN 2) Free height 0.50m Test item Breaking load Requirement Description The middle part of the standard was bent / when the load was applied to 161.73kN Note: All the requirements are offered by the client Please see the annex A for sketches of the test methods and annex B for photos of test ******** To be continued******** TEST REPORT No : SHCCM160100055 Date : Jan 11, 2016 Page: of Annex A: Sketches of the test methods Bending moment Normal load Vertical load ******** To be continued******** TEST REPORT No : SHCCM160100055 Date : Jan 11, 2016 Page: of Horizontal load Brace load Statement: Unless otherwise stated the results shown in this test report refer only to the sample(s) tested Annex B: Test photos Before bending moment test After bending moment test ******** To be continued******** TEST REPORT No : SHCCM160100055 Date : Jan 11, 2016 Page: of Before normal load test After normal load test Before vertical load After vertical load ******** To be continued******** TEST REPORT No : SHCCM160100055 Date : Jan 11, 2016 Page: of Before horizontal load After horizontal load Before brace load After brace load ******** To be continued******** TEST REPORT No : SHCCM160100055 Date : Jan 11, 2016 Page: of Before test (free height 2.00m) After test (free height 2.00m) Before test (free height 0.50m) After test (free height 0.50m) ******** End of report ******** .. .TEST REPORT No : SHCCM1 60100055 Date : Jan 11, 2016 Page: of Test method: SGS in house (See Annex A for sketches of the test methods) Test result: I Joint connection... Annex B: Test photos Before bending moment test After bending moment test ******** To be continued******** TEST REPORT No : SHCCM1 60100055 Date : Jan 11, 2016 Page: of Before normal load test After... continued******** TEST REPORT No : SHCCM1 60100055 Date : Jan 11, 2016 Page: of Before test (free height 2.00m) After test (free height 2.00m) Before test (free height 0.50m) After test (free height