50 kN 150 kN m 15 kN/m D B - 6 m- -3 m- 3 m- FIG. P5.40
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Solve the internal shear and moment in every 1 meter of the beam using the three equations of equilibrium. Then, determine the internal shear and moment in every 1 meter of the beam by sketching its shear and moment diagram.
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