Question
Determine the resultant internal normal and shear force in the member at (a) section a–a and (b) section b–b, each of which passes through the centroid A. The 500-lb load is applied along the centroidal axis of the member.
Step 1
The member is subjected to a 500-lb load along the centroidal axis. The reaction at A is denoted as $N_A$. Since the load is applied along the centroidal axis, there is no shear force, so $V_A = 0$. Show more…
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