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calculate the location of the centroid, the second moments and product of area for the cross- section if; D = 67 mm, B = 41 mm & t = 2.41 mm A L Test beam A Strain gauge W (a) Unsymmetrical cantilever beam with weight applied at the free end and at the "shear centre", so that there is no torsion induced. Section A-A Strain gauge 1 Strain gauge 2 b Strain gauge 3 a B (b) Location of Huggenberger strain gauges From these, calculate the orientation and position of neutral axis for pure bending in the vertical plane (i.e. bending about a horizontal axis).

calculate the location of the centroid, the second moments and product of area for the cross- section if; D = 67 mm, B = 41 mm & t = 2.41 mm A L Test beam A Strain gauge W (a) Unsymmetrical cantilever beam with weight applied at the free end and at the "shear centre", so that there is no torsion induced. Section A-A Strain gauge 1 Strain gauge 2 b Strain gauge 3 a B (b) Location of Huggenberger strain gauges From these, calculate the orientation and position of neutral axis for pure bending in the vertical plane (i.e. bending about a horizontal axis).

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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calculate the location of the centroid, the second moments and product of area for the cross- section if; D = 67 mm, B = 41 mm & t = 2.41 mm A L Test beam A Strain gauge W (a) Unsymmetrical cantilever beam with weight applied at the free end and at the "shear centre", so that there is no torsion induced. Section A-A Strain gauge 1 Strain gauge 2 b Strain gauge 3 a B (b) Location of Huggenberger strain gauges From these, calculate the orientation and position of neutral axis for pure bending in the vertical plane (i.e. bending about a horizontal axis).
Transcribed Image Text:calculate the location of the centroid, the second moments and product of area for the cross- section if; D = 67 mm, B = 41 mm & t = 2.41 mm A L Test beam A Strain gauge W (a) Unsymmetrical cantilever beam with weight applied at the free end and at the "shear centre", so that there is no torsion induced. Section A-A Strain gauge 1 Strain gauge 2 b Strain gauge 3 a B (b) Location of Huggenberger strain gauges From these, calculate the orientation and position of neutral axis for pure bending in the vertical plane (i.e. bending about a horizontal axis).
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