CONTENTS 1. INTRODUCTION METHODOLOGY RESULTS & FINDINGS...9 APPENDIX
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2 Load Testing of Balustrade Systems Test Report No. S365 CONTENTS 1. INTRODUCTION METHODOLOGY BALUSTRADE LOAD ASSESSMENTS TEST SYSTEMS TEST PROCEDURE RESULTS & FINDINGS...9 APPENDIX A. TEST CERTIFICATES & LAYOUT DRAWING SYSTEM 1 B. TEST CERTIFICATES & LAYOUT DRAWING SYSTEM 2 C. TEST CERTIFICATES & LAYOUT DRAWING SYSTEM 3 D. TEST CERTIFICATES & LAYOUT DRAWING SYSTEM 4 E. TEST CERTIFICATES & LAYOUT DRAWING SYSTEM 5 F. TEST CERTIFICATES & LAYOUT DRAWING SYSTEM 6 G. TEST CERTIFICATES & LAYOUT DRAWING SYSTEM 7 H. PHOTOGRAPHIC RECORDS THIS REPORT MAY NOT BE COPIED OR REPRODUCED, EXCEPT IN FULL, WITHOUT PRIOR PERMISSION FROM TESTCONSULT LIMITED
3 Load Testing of Balustrade Systems Test Report No. S INTRODUCTION Testconsult Ltd was instructed by Fastec Handrail Systems (client) to carry out load testing to a series of different balustrade designs, at our test laboratory in Warrington, Cheshire. A total of 7 No. systems were submitted for physical loading assessments. Each balustrade system comprised of: three vertical stainless steel tubular balusters, supporting a tubular stainless steel handrail, with either glass infill panels or a wire rod infill section. Testing was required to prove compliance with the relevant British Standards, BS 6399: Part 1: 1996 and BS 618: This report presents the results of the specialist testing works which were carried out between 1 st & 18 th November 21. Page 1 of 9
4 Load Testing of Balustrade Systems Test Report No. S METHODOLOGY 2.1 Balustrade Load Assessments Barriers for the protection of people should be of adequate strength and stiffness to sustain the applied loads as given in BS Table 4 of this standard specifies minimum horizontal imposed loads for parapets, barriers and balustrades, in the various situations where they would be used. In each instance three loading conditions are applicable: Uniformly distributed load test (UDL), per metre run of the handrail. Infill panel UDL. Concentrated / point load test, to the infill area. For compliance testing of balustrades / pedestrian barriers it is usual to perform all three tests to a section of the barrier: The line load test on the handrail is applied at a height of 1.1m. For typical balustrade installations line loadings of 1.5 kn/m, infill panel UDL loads of 1.5 kn/m 2, and point loadings of 1.5 kn are required. According to BS 618:1999 the balustrade should sustain the applied loads given in BS 6399 without permanent deflection or distortion. BS 618:1999 also states: the limiting condition for deflection appropriate for a barrier for the protection of people is that the total horizontal displacement of the barrier at any point from its original unloaded position should not exceed 25mm. Page 2 of 9
5 Load Testing of Balustrade Systems Test Report No. S Test Systems Testing was carried out on 7 No. balustrade systems as detailed below: TEST SYSTEM 1 (A) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Side Bracket S No. of Fixing Bolts Per Post 2 Handrail Connection Stem S Infill Type Glass Panel Glass Clamps 4 Per Panel S TEST SYSTEM 1 (B) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Side Bracket S No. of Fixing Bolts Per Post 2 Handrail Connection Stem S Infill Type Glass Panel Glass Clamps 4 Per Panel S TEST SYSTEM 2 (A) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Flange Base R No. of Fixing Bolts Per Post 3 Handrail Connection Stem S Infill Type Glass Panel Page 3 of 9
6 Load Testing of Balustrade Systems Test Report No. S365 Glass Clamps 4 Per Panel S TEST SYSTEM 2 (B) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Flange Base R No. of Fixing Bolts Per Post 3 Handrail Connection Stem S Infill Type Glass Panel Glass Clamps 4 Per Panel S TEST SYSTEM 3 (A) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Flange Base R No. of Fixing Bolts Per Post 2 Handrail Connection Stem S Infill Type Glass Panel Glass Clamps 4 Per Panel S TEST SYSTEM 3 (B) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Flange Base R No. of Fixing Bolts Per Post 2 Handrail Connection Stem S Infill Type Glass Panel Glass Clamps 4 Per Panel S Page 4 of 9
7 Load Testing of Balustrade Systems Test Report No. S365 TEST SYSTEM 4 (A) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Flange Base R No. of Fixing Bolts Per Post 2 Handrail Connection Stem S Infill Type Glass Panel Glass Clamps 4 Per Panel S TEST SYSTEM 4 (B) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Flange Base R No. of Fixing Bolts Per Post 2 Handrail Connection Stem S Infill Type Glass Panel Glass Clamps 4 Per Panel S TEST SYSTEM 5 (A) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Flange Base R No. of Fixing Bolts Per Post 3 Handrail Connection Glued Connector S Infill Type Glass Panel Glass Clamps 4 Per Panel S Page 5 of 9
8 Load Testing of Balustrade Systems Test Report No. S365 TEST SYSTEM 5 (B) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Flange Base R No. of Fixing Bolts Per Post 3 Handrail Connection Glued Connector S Infill Type Glass Panel Glass Clamps 4 Per Panel S TEST SYSTEM 6 (A) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Flange Base R No. of Fixing Bolts Per Post 3 Handrail Connection Stem S Infill Type 12mm Cross Bars Cross Bar Holders 9 Per Post S TEST SYSTEM 6 (B) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Flange Base R No. of Fixing Bolts Per Post 3 Handrail Connection Stem S Infill Type 12mm Cross Bars Cross Bar Holders 9 Per Post S Page 6 of 9
9 Load Testing of Balustrade Systems Test Report No. S365 TEST SYSTEM 7 (A) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Clamp Fix S No. of Fixing Bolts Per Post 1 Handrail Connection Stem S Infill Type Glass Panel Glass Clamps 4 Per Panel S TEST SYSTEM 7 (B) Fastec Code S/S Baluster Tube Diameter (mm) , 2.6 S/S Hand Rail Diameter (mm) , 2. Handrail Height (mm) 11 Baluster Post Spacing (mm) 13 Mounting Type Clamp Fix S No. of Fixing Bolts Per Post 1 Handrail Connection Stem S Infill Type Glass Panel Glass Clamps 4 Per Panel S Page 7 of 9
10 Load Testing of Balustrade Systems Test Report No. S Test Procedure All test systems were assembled under the guidance of the client s representative. In each case a horizontal line load was applied to the handrails using an 8T hydraulic ram, attached to a hand pump with a calibrated pressure gauge. (2 No. additional jacks were used to apply similar point loadings to the outer posts at the same time, in order to simulate adjacent bays). The load was applied gradually, with constant monitoring of the rail displacement from an independent datum position, until sufficient loading had been achieved or the maximum allowable displacement had been exceeded. The initial test was performed to generate a loading of 1.5 kn/m run on the handrail. Once this load was achieved the maximum displacement was recorded, the load was released, and the residual deflection under zero loading was measured. Additional loading cycles were then performed where the loads were increased to 2.25 kn/m and 3. kn/m, for ultimate strength considerations. Testing of the infill panels was performed using a reaction system comprising of a series of interconnecting aluminium tubular sections, with a 5T small diameter hydraulic jack built inside one of the tubes. The jack was then attached to a hand pump with a calibrated pressure gauge. A 1m square timber pad was used to distribute the load evenly over the glass panel. The loadings were applied as above. A point load was applied to the glass infill panel using a 3mm square metal block. Load and deflection were monitored as for the previous testing. Page 8 of 9
11 Load Testing of Balustrade Systems Test Report No. S RESULTS & FINDINGS Plots showing the results of the testing are presented on the test certificates which are included in Appendices A-G. On the test certificates for the handrail UDL, the first loading cycle of 1.5 kn/m is denoted in black. For Test Systems 1-6, & 7b, all of the balustrades produced maximum deflections which were less than 25mm for this loading, with no permanent deflections recorded. For this loading scenario these balustrades are therefore considered to be satisfactory and meet the conditions stated in the aforementioned British Standards. Test System 7 (42.4 mm diameter tube) exceeded the maximum allowable deflection at a load of 1.4 kn. This system does not meet the requirements for the 1.5 kn loading situations, as given in Table 4 of BS 6399: Part 1: 1996, but would be suitable for.74 kn load case situations. Following the initial loading cycle of 1.5 kn/m, the loading was increased to 2.25 kn/m, with the maximum deflection being measured and again the final deflection on removal of the load. This load cycle is shown in red on the test certificate graphs. A third loading cycle was also carried out to 3. kn/m this is plotted in dark blue on the test certificate graphs. For these additional loading cycles the permanent deflections clearly exceeded 25mm, and permanent deflection was evident in all cases. Therefore the balustrade systems should not be used in situations where the loadings will exceed 1.5 kn. **************** DEAN KENDALL Technician SIMON AITKEN Operations manager For and on behalf of TESTCONSULT LIMITED Page 9 of 9
12 Load Testing of Balustrade Systems Test Report No. S365 APPENDIX A TEST CERTIFICATES & BALUSTRADE SETUP - SYSTEM 1
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14 HORIZONTAL UDL SYSTEM 1 - SIDE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the handrail at a height of 11mm to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 14 th December 21 CERTIFICATE NO.: TC1 CERTIFICATE DATE: 6 th January 211 Glass clamps: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Side mounted. 2 No. fixing bolts per bracket mount. (Fastec code: S) Stem connectors (Fastec code: S) D clamps (Fastec code: S) Horizontal UDL (kn/m) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to BS618:1999 at the barrier design load of 1.5kN/m, with no permanent deflection. The balustrade also conforms with the requirements detailed in Table 4 of BS 6399: Part 1:1996, with the exception of area C5 (xi). Deflection beyond the allowable limits occurred at a load of 1.9 kn.
15 GLASS INFILL UDL SYSTEM 1 - SIDE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 14 th December 21 CERTIFICATE NO.: TC2 CERTIFICATE DATE: 6 th January 211 Glass clamp details: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Side mounted. 2 No. fixing bolts per bracket mount. (Fastec code: S) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Infill UDL (kn/m 2 ) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
16 GLASS INFILL POINT LOAD SYSTEM 1 - SIDE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 14 th December 21 CERTIFICATE NO.: TC3 CERTIFICATE DATE: 6 th January 211 Glass clamp details: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Side mounted. 2 No. fixing bolts per bracket mount. (Fastec code: S) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Concentrated Load (kn) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
17 HORIZONTAL UDL SYSTEM 1 - SIDE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the handrail at a height of 11mm to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 15 th December 21 CERTIFICATE NO.: TC4 CERTIFICATE DATE: 7 th January 211 Glass clamps: 8 7 Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Side mounted. 2 No. fixing bolts per bracket mount. (Fastec code: S) Stem connectors (Fastec code: S) D clamps (Fastec code: S) Horizontal UDL (kn/m) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to BS618:1999 at the barrier design load of 1.5kN/m, with no permanent deflection. The balustrade also conforms with the requirements detailed in Table 4 of BS 6399: Part 1:1996, with the exception of area C5 (xi). Deflection beyond the allowable limits occurred at a load of 2. kn.
18 GLASS INFILL UDL SYSTEM 1 - SIDE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 14 th December 21 CERTIFICATE NO.: TC5 CERTIFICATE DATE: 6 th January 211 Glass clamp details: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Side mounted. 2 No. fixing bolts per bracket mount. (Fastec code: S) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Infill UDL (kn/m 2 ) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
19 GLASS INFILL POINT LOAD SYSTEM 1 - SIDE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 14 th December 21 CERTIFICATE NO.: TC6 CERTIFICATE DATE: 6 th January 211 Glass clamp details: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Side mounted. 2 No. fixing bolts per bracket mount. (Fastec code: S) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Concentrated Load (kn) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
20 Load Testing of Balustrade Systems Test Report No. S365 APPENDIX B TEST CERTIFICATES & BALUSTRADE SETUP - SYSTEM 2
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22 HORIZONTAL UDL SYSTEM 2 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the handrail at a height of 11mm to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 1 st November 21 JOB NO.: A6213 DATE REPORTED: 14 th December 21 CERTIFICATE NO.: TC7 CERTIFICATE DATE: 6 th January 211 Glass clamps: 8 Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D clamps (Fastec code: S) Horizontal UDL (kn/m) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to BS618:1999 at the barrier design load of 1.5kN/m, with no permanent deflection. The balustrade also conforms with the requirements detailed in Table 4 of BS 6399: Part 1:1996, with the exception of area C5 (xi). Deflection beyond the allowable limits occurred at a load of 2.25 kn.
23 GLASS INFILL UDL SYSTEM 2 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 1 st November 21 JOB NO.: A6213 DATE REPORTED: 14 th December 21 CERTIFICATE NO.: TC8 CERTIFICATE DATE: 6 th January 211 Glass clamp details: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Infill UDL (kn/m 2 ) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
24 GLASS INFILL POINT LOAD SYSTEM 2 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 1 st November 21 JOB NO.: A6213 DATE REPORTED: 14 th December 21 CERTIFICATE NO.: TC9 CERTIFICATE DATE: 6 th January 211 Glass clamp details: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Concentrated Load (kn) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
25 HORIZONTAL UDL SYSTEM 2 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the handrail at a height of 11mm to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 2 nd November 21 JOB NO.: A6213 DATE REPORTED: 14 th December 21 CERTIFICATE NO.: TC1 CERTIFICATE DATE: 6 th January 211 Glass clamps: 7 Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D clamps (Fastec code: S) Horizontal UDL (kn/m) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to BS618:1999 at the barrier design load of 1.5kN/m, with no permanent deflection. The balustrade also conforms with the requirements detailed in Table 4 of BS 6399: Part 1:1996, with the exception of area C5 (xi). Deflection beyond the allowable limits occurred at a load of 2.4 kn.
26 GLASS INFILL UDL SYSTEM 2 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 2 nd November 21 JOB NO.: A6213 DATE REPORTED: 14 th December 21 CERTIFICATE NO.: TC11 CERTIFICATE DATE: 6 th January 211 Glass clamp details: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Infill UDL (kn/m 2 ) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
27 GLASS INFILL POINT LOAD SYSTEM 2 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 2 nd November 21 JOB NO.: A6213 DATE REPORTED: 14 th December 21 CERTIFICATE NO.: TC12 CERTIFICATE DATE: 6 th January 211 Glass clamp details: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Concentrated Load (kn) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
28 Load Testing of Balustrade Systems Test Report No. S365 APPENDIX C TEST CERTIFICATES & BALUSTRADE SETUP - SYSTEM 3
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30 HORIZONTAL UDL SYSTEM 3 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the handrail at a height of 11mm to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 15 th December 21 CERTIFICATE NO.: TC13 CERTIFICATE DATE: 6 th January 211 Glass clamps: 8 Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 2 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D clamps (Fastec code: S) Horizontal UDL (kn/m) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to BS618:1999 at the barrier design load of 1.5kN/m, with no permanent deflection. The balustrade also conforms with the requirements detailed in Table 4 of BS 6399: Part 1:1996, with the exception of area C5 (xi). Deflection beyond the allowable limits occurred at a load of 1.9 kn.
31 GLASS INFILL UDL SYSTEM 3 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 15 th December 21 CERTIFICATE NO.: TC14 CERTIFICATE DATE: 6 th January 211 Glass clamp details: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 2 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Infill UDL (kn/m 2 ) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
32 GLASS INFILL POINT LOAD SYSTEM 3 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 15 th December 21 CERTIFICATE NO.: TC15 CERTIFICATE DATE: 6 th January 211 Glass clamp details: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 2 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Concentrated Load (kn) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
33 HORIZONTAL UDL SYSTEM 3 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the handrail at a height of 11mm to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 15 th December 21 CERTIFICATE NO.: TC16 CERTIFICATE DATE: 7 th January 211 Glass clamps: 7 Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 2 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D clamps (Fastec code: S) Horizontal UDL (kn/m) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to BS618:1999 at the barrier design load of 1.5kN/m, with no permanent deflection. The balustrade also conforms with the requirements detailed in Table 4 of BS 6399: Part 1:1996, with the exception of area C5 (xi). Deflection beyond the allowable limits occurred at a load of 2.2 kn.
34 GLASS INFILL UDL SYSTEM 3 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 15 th December 21 CERTIFICATE NO.: TC17 CERTIFICATE DATE: 7 th January 211 Glass clamp details: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 2 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Infill UDL (kn/m 2 ) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
35 GLASS INFILL POINT LOAD SYSTEM 3 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 15 th December 21 CERTIFICATE NO.: TC18 CERTIFICATE DATE: 7 th January 211 Glass clamp details: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 2 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Concentrated Load (kn) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
36 Load Testing of Balustrade Systems Test Report No. S365 APPENDIX D TEST CERTIFICATES & BALUSTRADE SETUP - SYSTEM 4
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38 HORIZONTAL UDL SYSTEM 4 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the handrail at a height of 11mm to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 15 th December 21 CERTIFICATE NO.: TC19 CERTIFICATE DATE: 7 th January 211 Glass clamps: 7 Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 2 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D clamps (Fastec code: S) Horizontal UDL (kn/m) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to BS618:1999 at the barrier design load of 1.5kN/m, with no permanent deflection. The balustrade also conforms with the requirements detailed in Table 4 of BS 6399: Part 1:1996, with the exception of area C5 (xi). Deflection beyond the allowable limits occurred at a load of 2.5 kn.
39 GLASS INFILL UDL SYSTEM 4 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 15 th December 21 CERTIFICATE NO.: TC2 CERTIFICATE DATE: 7 th January 211 Glass clamp details: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 2 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Infill UDL (kn/m 2 ) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
40 GLASS INFILL POINT LOAD SYSTEM 4 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 15 th December 21 CERTIFICATE NO.: TC21 CERTIFICATE DATE: 7 th January 211 Glass clamp details: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 2 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Concentrated Load (kn) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
41 HORIZONTAL UDL SYSTEM 4 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the handrail at a height of 11mm to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 22 nd December 21 CERTIFICATE NO.: TC22 CERTIFICATE DATE: 12 th January 211 Glass clamps: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 2 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D clamps (Fastec code: S) Horizontal UDL (kn/m) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to BS618:1999 at the barrier design load of 1.5kN/m, with no permanent deflection. The balustrade also conforms with the requirements detailed in Table 4 of BS 6399: Part 1:1996, with the exception of area C5 (xi). Deflection beyond the allowable limits occurred at a load of 2.3 kn.
42 GLASS INFILL UDL SYSTEM 4 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 22 nd December 21 CERTIFICATE NO.: TC23 CERTIFICATE DATE: 12 th January 211 Glass clamp details: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 2 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Infill UDL (kn/m 2 ) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
43 GLASS INFILL POINT LOAD SYSTEM 4 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 22 nd December 21 CERTIFICATE NO.: TC24 CERTIFICATE DATE: 12 th January 211 Glass clamp details: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 2 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Concentrated Load (kn) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
44 Load Testing of Balustrade Systems Test Report No. S365 APPENDIX E TEST CERTIFICATES & BALUSTRADE SETUP - SYSTEM 5
45
46 HORIZONTAL UDL SYSTEM 5 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the handrail at a height of 11mm to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 22 nd December 21 CERTIFICATE NO.: TC25 CERTIFICATE DATE: 12 th January 211 Glass clamps: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Baluster / handrail connector (Fastec code: S) D clamps (Fastec code: S) Horizontal UDL (kn/m) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to BS618:1999 at the barrier design load of 1.5kN/m, with no permanent deflection. The balustrade also conforms with the requirements detailed in Table 4 of BS 6399: Part 1:1996, with the exception of area C5 (xi). Deflection beyond the allowable limits occurred at a load of 2. kn.
47 GLASS INFILL UDL SYSTEM 5 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 22 nd December 21 CERTIFICATE NO.: TC26 CERTIFICATE DATE: 12 th January 211 Glass clamp details: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Baluster / Handrail connector (Fastec code: S) D type glass clamps (Fastec code: S) Infill UDL (kn/m 2 ) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
48 GLASS INFILL POINT LOAD SYSTEM 5 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 22 nd December 21 CERTIFICATE NO.: TC27 CERTIFICATE DATE: 12 th January 211 Glass clamp details: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Baluster / Handrail connector (Fastec code: S) D type glass clamps (Fastec code: S) Concentrated Load (kn) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
49 HORIZONTAL UDL SYSTEM 5 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the handrail at a height of 11mm to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 22 nd December 21 CERTIFICATE NO.: TC28 CERTIFICATE DATE: 12 th January 211 Glass clamps: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Baluster / Handrail connector (Fastec code: S) D clamps (Fastec code: S) Horizontal UDL (kn/m) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to BS618:1999 at the barrier design load of 1.5kN/m, with no permanent deflection. The balustrade also conforms with the requirements detailed in Table 4 of BS 6399: Part 1:1996, with the exception of area C5 (xi). Deflection beyond the allowable limits occurred at a load of 2.25 kn.
50 GLASS INFILL UDL SYSTEM 5 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 22 nd December 21 CERTIFICATE NO.: TC29 CERTIFICATE DATE: 12 th January 211 Glass clamp details: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Baluster / Handrail connector (Fastec code: S) D type glass clamps (Fastec code: S) Infill UDL (kn/m 2 ) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
51 GLASS INFILL POINT LOAD SYSTEM 5 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 22 nd December 21 CERTIFICATE NO.: TC3 CERTIFICATE DATE: 12 th January 211 Glass clamp details: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Baluster / Handrail connector (Fastec code: S) D type glass clamps (Fastec code: S) Concentrated Load (kn) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
52 Load Testing of Balustrade Systems Test Report No. S365 APPENDIX F TEST CERTIFICATES & BALUSTRADE SETUP - SYSTEM 6
53
54 HORIZONTAL UDL SYSTEM 6 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the handrail at a height of 11mm to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 22 nd December 21 CERTIFICATE NO.: TC31 CERTIFICATE DATE: 12 th January 211 Infill panel: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) 9 No. 12mm diameter stainless steel cross bars Horizontal UDL (kn/m) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to BS618:1999 at the barrier design load of 1.5kN/m, with no permanent deflection. The balustrade also conforms with the requirements detailed in Table 4 of BS 6399: Part 1:1996, with the exception of area C5 (xi). Deflection beyond the allowable limits occurred at a load of 2.25 kn.
55 RAIL INFILL UDL SYSTEM 6 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the centre of the rail infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 22 nd December 21 CERTIFICATE NO.: TC32 CERTIFICATE DATE: 12 th January 211 Infill panel: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S). 9 No. 12mm diameter stainless steel cross bars Infill UDL (kn/m 2 ) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load of 2.9 kn.
56 HORIZONTAL UDL SYSTEM 6 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the handrail at a height of 11mm to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 22 nd December 21 CERTIFICATE NO.: TC33 CERTIFICATE DATE: 12 th January 211 Infill panel: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S) 9 No. 12mm diameter stainless steel cross bars Horizontal UDL (kn/m) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to BS618:1999 at the barrier design load of 1.5kN/m, with no permanent deflection. The balustrade also conforms with the requirements detailed in Table 4 of BS 6399: Part 1:1996, with the exception of area C5 (xi). Deflection beyond the allowable limits occurred at a load of 2.2 kn.
57 RAIL INFILL UDL SYSTEM 6 - SURFACE MOUNTED, 48.3mm DIAMETER TUBE A uniformly distributed load applied to the centre of the rail infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 18 th November 21 JOB NO.: A6213 DATE REPORTED: 22 nd December 21 CERTIFICATE NO.: TC34 CERTIFICATE DATE: 12 th January 211 Infill panel: Ø48.3mm x 2.6mm, grade 34 stainless steel tube. Ø48.3mm x 2.mm, grade 34 stainless steel tube. Surface mounted. 3 No. fixing bolts per flange base. (Fastec code: R) Stem connectors (Fastec code: S). 9 No. 12mm diameter stainless steel cross bars Infill UDL (kn/m 2 ) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load in excess of the applied load.
58 Load Testing of Balustrade Systems Test Report No. S365 APPENDIX G TEST CERTIFICATES & BALUSTRADE SETUP - SYSTEM 7
59
60 HORIZONTAL UDL SYSTEM 7 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the handrail at a height of 11mm to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 7 th January 211 CERTIFICATE NO.: TC35 CERTIFICATE DATE: 17 th January 211 Glass clamps: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Clamp Fix (Fastec codes: R; S & S) Stem connectors (Fastec code: S) D clamps (Fastec code: S) Horizontal UDL (kn/m) The balustrade barrier when assembled and tested in the manor indicated within this certificate does not conform to BS618:1999 at the barrier design load of 1.5kN/m. The balustrade conforms with the requirements detailed in Table 4 of BS 6399: Part 1:1996, with the exception of areas C (vi), C1/C2 (vii), C5 (x), C5 (xi), D (xiii), and F/G (xiv). Deflection beyond the allowable limits occurred at a load of 1.4 kn.
61 GLASS INFILL UDL SYSTEM 7 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 7 th January 211 CERTIFICATE NO.: TC36 CERTIFICATE DATE: 17 th January 211 Glass clamp details: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Clamp Fix. (Fastec codes: R; S; & S). Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Infill UDL (kn/m 2 ) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load of 2.3 kn.
62 GLASS INFILL POINT LOAD SYSTEM 7 - SURFACE MOUNTED, 42.4mm DIAMETER TUBE A uniformly distributed load applied to the centre of the glass infill, with a barrier height of 11mm, to determine the deflection of the balustrade when assembled as indicated below. REF NO.: S365 DATE TESTED: 17 th November 21 JOB NO.: A6213 DATE REPORTED: 7 th January 211 CERTIFICATE NO.: TC37 CERTIFICATE DATE: 17 th January 211 Glass clamp details: Ø42.4mm x 2.6mm, grade 34 stainless steel tube. Ø42.4mm x 2.mm, grade 34 stainless steel tube. Clamp Fix. (Fastec codes: R; S; & S). Stem connectors (Fastec code: S) D type glass clamps (Fastec code: S) Concentrated Load (kn) The balustrade barrier when assembled and tested in the manor indicated within this certificate conforms to the requirements detailed in Table 4 of BS6399: Part 1:1996. Deflection beyond the allowable limits occurred at a load of 2.2 kn.
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