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Test Date: 22-Oct-2020
Product
MSS175SMF 2205 Square Surface Mounted Spigot
Drawings & Dimensions (mm)
Chemical Composition (%)
CHEMICAL COMPOSITION %
Grade. C Si Mn P S Cr Ni Mo N
GR 2205 0.025 0.88 1.11 0.022 0.009 22.49 5.13 3.59 0.15
Test method
1. Connect the force measuring device to test object.
2. W Placing a large timber beam along top of glass and applying a load on the glass center. Remove the force and
measure the zero load displacement.
SLS: 76kg Glass width: 1M
92 kg Glass width: 1.2m
100 kg Glass width: 1.3m
114 kg Glass width: 1.5m
3. P Appling a load on the glass center. Remove the force and measure the zero load displacement.
SLS: 0.6KN(62KG) ULS=1.5xSLS
4. Both “W” or “p” test method are required on each test, and applying both SLS and ULS load on the panels in each test.
5. Remove the test force and measure and record the amount of permanent deformation of the component
relative to the zero load displacement.
6. Inspect the component for –
(a) breakage or sign of fracture of any component;
(b) loosening of any component that will impair the effectiveness of the panel.
TEST REPORT
2
Load Test
Glass Panel Size: 1300 mm x 980 mm x 12 mm (Width x Height x Thickness) three panels
1500 mm x 980 mm x 12 mm (Width x Height x Thickness) three panels
Spigot Spacing: 800/1000 mm
TEST REPORT
3
Test Results
1. W Placing a large timber beam along top of glass and applying a load on the glass center.
1300 mm x 980 mm x 12 mm (Width x Height x Thickness) three panels
Load Applied Panel
1
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
2
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
3
Reading
under
Load
Permanent
Deflection
after Load
Removed
KN/m Kg mm mm mm mm mm mm
0.98 100 60.21 0.62 63.45 0.75 66.09 0.72
1.47 150 89.97 0.81 88.25 0.75 90.21 0.92
1500 mm x 980 mm x 12 mm (Width x Height x Thickness) three panels
Load Applied Panel
1
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
2
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
3
Reading
under
Load
Permanent
Deflection
after Load
Removed
KN/m Kg mm mm mm mm mm mm
1.12 114 39.68 0.21 39.25 0.19 39.41 0.22
1.68 171 65.65 0.56 65.12 0.52 65.22 0.53
2. P Appling a load on the glass center.
1300 mm x 980 mm x 12 mm (Width x Height x Thickness) three panels
Load Applied Panel
1
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
2
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
3
Reading
under
Load
Permanent
Deflection
after Load
Removed
KN Kg mm mm mm mm mm mm
0.6 62 23.17 0.11 25.16 0.13 24.20 0.14
0.9 93 53.26 0.7 58.49 0.44 59.62 0.5
1500 mm x 980 mm x 12 mm (Width x Height x Thickness) three panels
Load Applied Panel
1
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
2
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
3
Reading
under
Load
Permanent
Deflection
after Load
Removed
KN Kg mm mm mm mm mm mm
0.6 62 25.58 0.12 25.60 0.11 25.71 0.13
0.9 93 43.21 0.31 42.92 0.28 43.26 0.35
(a) No breakage or sign of fracture of any component
(b) No loosening of any component that will impair the effectiveness of the panel
TEST REPORT
4
Test Picture
Summary:
The results of the tests complied with the requirements of AS/NZS 1170.1 – 2002 and AS 1926.1 - 2012.
Chen Jian / Engineer
TEST REPORT
1
Test Date: 8-Oct-2020
Product
MSS275F 2205 Square Core Drilled Spigot
Drawings & Dimensions (mm)
Chemical Composition (%)
CHEMICAL COMPOSITION %
Grade. C Si Mn P S Cr Ni Mo N
GR 2205 0.025 0.88 1.11 0.022 0.009 22.49 5.13 3.59 0.15
Test method
1. Connect the force measuring device to test object.
2. W Placing a large timber beam along top of glass and applying a load on the glass center. Remove the force and
measure the zero load displacement.
SLS: 76kg Glass width: 1M
92 kg Glass width: 1.2m
100 kg Glass width: 1.3m
114 kg Glass width: 1.5m ULS=1.5xSLS
3. P Appling a load on the glass center. Remove the force and measure the zero load displacement.
SLS: 0.6KN(62KG) ULS=1.5xSLS
4. Both “W” or “p” test method are required on each test, and applying both SLS and ULS load on the panels in each test.
5. Remove the test force and measure and record the amount of permanent deformation of the component
relative to the zero load displacement.
6. Inspect the component for –
(a) breakage or sign of fracture of any component;
(b) loosening of any component that will impair the effectiveness of the panel.
TEST REPORT
2
Load Test
Glass Panel Size: 1300 mm x 1180 mm x 12 mm (Width x Height x Thickness) three panels
1500 mm x 1180 mm x 12 mm (Width x Height x Thickness) three panels
Spigot Spacing: 800 mm
TEST REPORT
3
Test Results
1. W Placing a large timber beam along top of glass and applying a load on the glass center.
1300 mm x 1180 mm x 12 mm (Width x Height x Thickness) three panels
Load Applied Panel
1
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
2
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
3
Reading
under
Load
Permanent
Deflection
after Load
Removed
KN/m Kg mm mm mm mm mm mm
0.98 100 58.18 0.31 57.6 0.2 56.8 0.24
1.47 150 86.36 0.84 84.81 0.82 83.86 0.8
1500 mm x 1180 mm x 12 mm (Width x Height x Thickness) three panels
Load Applied Panel
1
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
2
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
3
Reading
under
Load
Permanent
Deflection
after Load
Removed
KN/m Kg mm mm mm mm mm mm
1.12 114 58.92 0.52 59.93 0.2 60.39 0.26
1.68 171 92.28 1.16 91.69 0.84 89.87 0.95
2. P Appling a load on the glass center.
1300 mm x 1180 mm x 12 mm (Width x Height x Thickness) three panels
Load Applied Panel
1
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
2
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
3
Reading
under
Load
Permanent
Deflection
after Load
Removed
KN Kg mm mm mm mm mm mm
0.6 62 37.96 0.18 38.48 0.13 38.52 0.09
0.9 93 54.83 0.31 54.83 0.18 54.8 0.17
1500 mm x 1180 mm x 12 mm (Width x Height x Thickness) three panels
Load Applied Panel
1
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
2
Reading
under
Load
Permanent
Deflection
after Load
Removed
Panel
3
Reading
under
Load
Permanent
Deflection
after Load
Removed
KN Kg mm mm mm mm mm mm
0.6 62 35.28 0.34 35.39 0.13 36.52 0.11
0.9 93 48.55 0.48 49 0.22 49.28 0.2
(a) No breakage or sign of fracture of any component
(b) No loosening of any component that will impair the effectiveness of the panel.
TEST REPORT
4
Test Picture
Summary:
The results of the tests complied with the requirements of AS/NZS 1170.1 – 2002 and AS 1926.1 - 2012.
Chen Jian / Engineer
TEST REPORT
