The beam in Problem 7.21 is made of 7075-T6 aluminum alloy for which E = 71.7 GPa. Determine the deflection of the free end of the beam.
Problem 7.21
In Figure P7.20 let b = 200 mm, h = 300 mm, t = 25.0 mm, L = 2.50 m, and P = 16.0 kN. Calculate the maximum tensile and compressive stresses in the beam and determine the orientation of the neutral axis.
FIGURE P7.20
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