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Analyze the frame in Figure P12.16. In addition to the applied loads, supports A and D set...

Analyze the frame in Figure P12.16. 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.

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Solutions For Problems in Chapter 12
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