A tapered steel member of length, / (feet) is subjected to external loading of 25 kips as shown in the Figure. Solve for nodal displacements if the tapered member is approximated using 3 one-dimensional elements. Assume / = last digit of your student ID. If the ID ends with a zero value, use /= 3 feet. A4-6 in² 4 A3=8 in² 30 l A₂ = 10 in² 2 A₁ = 12 in² 1 3 A 25 kips Atop = 6 in² E = 29(10³) ksi Abottom=12 in²

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