For the rigid stairway frame shown in Figure P5-3, determine (1) the displacements at node 2, (2) the support reactions, and (3) the local nodal forces acting on each element. Draw the bending moment diagram for the whole frame. Remember that the angle between elements 1 and 2 is preserved as deformation takes place; similarly for the angle between elements 2 and 3. Furthermore, owing to symmetry, u₂ = - u₃, v₂ = v₃, and Φ₂ = - Φ₃. What size A36 steel channel section would be needed to keep the allowable bending stress less than two-thirds of the yield stress? (For A36 steel, the yield stress is 36,000 psi.)

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2000 Ib ft (2 8 ft 2000 lb 6 ft 45° 3) 2.