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(5) Planar Equilibrium with Fixed Connection (10 pts) 800 kN-mm 6 kN -300 mm 450 B C 450 5 kN 600 mm A Figure 4.
(5) Planar Equilibrium with Fixed Connection (10 pts) 800 kN-mm 6 kN -300 mm 450 B C 450 5 kN 600 mm A Figure 4. Frame with a fixed end. (a) Draw a free-body diagram for the frame. Note the fixed support at the base of the frame. (b) Based on the free-body diagram, write-out _ F = 0 for this system. (c) Based on the free-body diagram, write-out _ F = 0 for this system.((1) Based on the ee-body diagram, write-out 2 M2 = 0 for this system. (e) Solve for the unknowns. Make sure to include a check (f) Based on your calculations, is there a tendency for point B to move in the +1; or -x direction With the two forces and moment acting on it? (the beam is in static equilibrium and does not actually move!)
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