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For the steel frame in Figure P8.41, compute the horizontal displacement of joint B. For m...

For the steel frame in Figure P8.41, compute the horizontal displacement of joint B. For member BCD, A = 6000 mm2 and I = 600 × 106 mm4. For member AB, A = 3000 mm2. E = 200 GPa for all members.

Figure P8.41:

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