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S.NO Proving ring reading Shear load (kg)1 0 0 0 01 0.5 30 13.5 0.382 1 68 30.6 0.853 1.5 88 39 1.1
Normal stress (kg/cm2) Shear stress (kg/cm2)
0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.60
0.2
0.4
0.6
0.8
1
1.2f(x) = 0.754 x + 0.0169999999999999R² = 0.987452669607809
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S.NO Proving ring reading Shear load (kg)1 0 0 0 01 0.5 35 15.75 0.442 1 73 32.85 0.913 1.5 106 47.7 1.32
Normal stress (kg/cm2) Shear stress (kg/cm2)
0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.60
0.2
0.4
0.6
0.8
1
1.2
1.4f(x) = 0.886 x + 0.00299999999999989R² = 0.999358370464672
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Axis Title
S.NO Proving ring reading Shear load (kg)1 0 0 0 01 0.5 35 15.75 0.442 1 73 32.85 0.913 1.5 106 47.7 1.32
Normal stress (kg/cm2) Shear stress (kg/cm2)
0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.60
0.2
0.4
0.6
0.8
1
1.2
1.4f(x) = 0.886 x + 0.00299999999999989R² = 0.999358370464672
Chart Title
Axis Title
Axis Title
S.NO Proving ring reading Shear load (kg)0 0 0 0 01 0.5 38 17.1 0.472 1 76 34.2 0.953 1.5 108 48.6 1.35
Normal stress (kg/cm2) Shear stress (kg/cm2)
0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.60
0.20.40.60.8
11.21.41.6
f(x) = 0.906 x + 0.013R² = 0.998413895443598
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S.NO Proving ring reading Shear load (kg)0 0 0 0 01 0.5 37 16.65 0.462 1 74 33.3 0.923 1.5 106 47.7 1.32
Normal stress (kg/cm2) Shear stress (kg/cm2)
0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.60
0.2
0.4
0.6
0.8
1
1.2
1.4f(x) = 0.884 x + 0.012R² = 0.99889559259638
Chart Title
Axis Title
Axis Title
S.NO Proving ring reading Shear load (kg)1 0 0 0 01 0.5 35 15.75 0.442 1 75 34.5 0.953 1.5 107 48.15 1.33
Normal stress (kg/cm2) Shear stress (kg/cm2)
0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.60
0.2
0.4
0.6
0.8
1
1.2
1.4f(x) = 0.9 x + 0.00499999999999989R² = 0.997143982666929
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Axis
Title
S.NO Proving ring reading Shear load (kg)1 0 0 0 01 0.5 36 16.2 0.452 1 73 32.85 0.913 1.5 108 48.6 1.35
Normal stress (kg/cm2) Shear stress (kg/cm2)
0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.60
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
f(x) = 0.902 x + 0.00100000000000011R² = 0.999931175183738
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Title
S.NO Proving ring reading Shear load (kg)1 0 0 0 01 0.5 30 16.65 0.382 1 74 33.3 0.813 1.5 92 47.7 1.15
Normal stress (kg/cm2) Shear stress (kg/cm2)
0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.60
0.2
0.4
0.6
0.8
1
1.2
1.4
f(x) = 0.776 x + 0.00299999999999989R² = 0.998170003978252
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