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2 kip/ft 2 kip/ft (a) Draw shear force diagram, bending moment diagram for the beam as shown. (b) Determine the maximum tensile and compressive

2 kip/ft 2 kip/ft (a) Draw shear force diagram, bending moment diagram for the beam as shown. (b) Determine the maximum tensile and compressive flexural stresses in the beam. (c) Also, sketch the distribution of flexural stresses for maximum positive and negative bending moments. 20 kip-ft -5 ft 5 ft -5 ft- 2" H H 2" 8" 2" B

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