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Problem 1: For each of the following beams shown below: Develop analytical equations for the shear force and bending moment. Draw the FBD for each cut. Draw the shear force and the bending moment diagrams. Indicate all critical values 12 KN/m 30 KN.m 5 m 5 m 60 kips 4 k/ft / / 100 k.ft 12*-0" 8'-0" Internal Hinge 5 kips 60 k.ft 2.5 k/ft 2 k/ft 10'-0" 6'-0" 4'-0" 12*-0"

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