A masonry pier ABCD as shown in Fig. 10.8 supports a vertical load W at a point P. The nature of bending stresses at A due to eccentricity of load about x-x axis and y-y respectively are

- 1
  
  compressive and compressive
- 2
  
  tensile and tensile
- 3
  
  compressive and tensile
- 4
  
  tensile and compressive

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