5 10 points Consider the cantilevered shaft with axial loads
5) (10 points) Consider the cantilevered shaft with axial loads applied at points E-30x106 psi, = 6.6x10 NF. B\" and \"C\" as shown. The 0.5 in2 e cross-sectional area of the shaft is A o The material properties for the shaft are: and v = 0.3. -6,000 LB 4,000 LB What is the axial deflection of end \"C\"? Be sure to indicate its direction of movement
Solution
Deflection of point C = PL/AE
Where P= load
A= area
L= length
E= Modulus of elasticity.
deflection = (4000*8)/(0.5*30*106)
= 0.002133 inches ( in right direction)
