Beam ABCD is simply supported at B and C and has overhangs at each end (see Fig, a). The span length is L and each overhang has length L/3. A uniform load of intensity q acts along the entire length of the beam.a. Draw the shear-force and bending-moment diagrams for this beam.Repeat part (a) if the uniform load is replaced with a triangularly distributed load with peak intensity q0= q at mid-span (see Fig. b).

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Beam ABCD is simply supported at B and C and has overhangs at each end (see Fig, a). The span length is L and each overhang has length L/3. A uniform load of intensity q acts along the entire length of the beam.
a. Draw the shear-force and bending-moment diagrams for this beam.
Repeat part (a) if the uniform load is replaced with a triangularly distributed load with peak intensity q0= q at mid-span (see Fig. b).

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