Problem

Determine all reactions for the frame in Figure P11.36 given  IAB = 600 in4, IBC= 900 in4,...

Determine all reactions for the frame in Figure P11.36 given  IAB = 600 in4, IBC= 900 in4, and E= 29,000 kips/in2. Neglect axial deformations.

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Solutions For Problems in Chapter 11