Determine all reactions for the frame

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Reference no: EM131513723

Question: 1. Determine all reactions for the frame in Figure given I_AB = 600 in.4, IBC = 900 in.4, and E = 29,000 kips/in.². Neglect axial deformations.

2. Assuming that the load is removed, compute all reactions for the frame in Figure if member BC is fabricated 1.2 in. too long.

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Reference no: EM131513723

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