1. Analyze the frame in Figure P10.16. In addition to the applied loads, supports A and D settle by 2.16 in. EI = 36,000 kip·ft2 for beams and EI = 72,000 kip·ft2 for columns. Use symmetry to simplify the analysis
2. Analyze the structure in Figure P10.17. In addition to the applied load, support A rotates clockwise by 0.005 rad. Also E = 200 GPa and I = 25 × 106 mm4 for all members.