Determine the moments at A, B, and C. The support at B settles 0.15 ft. E =
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Determine the moments at A, B, and C. The support at B settles 0.15 ft. E = 29(103) ksi and I = 8000 in4. Assume the supports at B and C are rollers and A is fixed.
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www. A 240 lb/ft 20 ft B Prob. 10-10 300 lb/ft 30 ft- IC
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Calculate the fixed end moments for the member AB FEM 48 AB FEM AB WI 12 24020 12 8kft 24020 FEM BA ...View the full answer
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