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The member is subjected to direct stress and
also bending stresses due to eccentricity of the load
Total stress
S=Sd + Sb --- This will be compressive, since Sd is compressive, and Sb is acting in the direction of Sd
S=Sd - Sb --- This will be compressive, since Sb is opposing Sd
Stresses induced are -20.833 MPa compressive and 4.167 MPa tensile
Maximum Tensile Stress is 4.167 MPa
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