STRUCTURAL MECHANICS - 16

The frame in Figure 3 is subjected to a point load at the mid span of member BC. It has a hinge at C where the bending moment is zero. Analyse this frame by the moment distribution method and draw the bending and shear force diagrams. You need not show the maximum value of the bending moment in the loaded span BC. EI can be assumed to be constant. 






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STRUCTURAL MECHANICS - 5

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