Determine the deflection of the free end of the beam in Problem 7.30. E = 200 GPa.
Problem 7.30
A cantilever beam has a right triangular cross section and is loaded by a concentrated load P at the free end (Figure P7.30). Solve for the stresses at points A and C at the fixed end if P = 4.00 kN, h = 120 mm, b = 75.0 mm, and L = 1.25 m.
FIGURE P7.30
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