Part A Draw the shear diagram for the beam. Follow the sign convention. Part B Draw...

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Part A

Draw the shear diagram for the beam. Follow the sign convention.

Part B

Draw the moment diagram for the beam. Follow the sign convention

Figure 1 of 1> 3 kip/ft 2 kip/ft 6 ft 3 ft

engineering Mechanical-Engineering

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Answer 1

Answer #1

6 ft 3ft Shear force diagram (kip) -7.50 Mmax=2.45 Bending moment diagram (kip-ft) EMA = 0: - (3 *6/2) * (6 - (1/3)*6) + R$*6 - 2*3*(6 + 3/2) = 0 Rp = 13.50 kip. EMB = 0: - RAY*6+ (3 *6/2)* (6 - 6+ (1/3)*6) -

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Answer 2

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