a. Force applied F = (A) (stress)
π(5.00 ×10−3m)2(4.00×108N/m2)=3.14×104N
b. The area over which the shear stress occurs is equal to the circumference of the hole times its thickness.
Thus, A = (2 π r) t = 2π (5.00 ×10−3 m) (5.00 ×10−3m)
= 1.57 ×10−4m2
So, F = (A) (stress)
= (1.57 ×10−4m2) (4.00 ×108N/m2) = 6.28 ×104N