Using the relations among load, shear and moment, draw shear and moment diagrams, specifiying the values at all change of loading positions, and at all points of zero shear (when applicable). Neglect the mass of the beam. All values should be supported with solutions.Shear and moment diagrams only without the accompanying solutions will not be considered. R1 = 50 kN and R2 = 20 kN. Use a ruler for the straight line parts of the diagrams. 30 kN 2m 10 kN/m |R₁ 2m 2m 80 kNm 3m R₂

Using the relations among load, shear and moment, draw shear and moment diagrams, specifiying the values at all change of loading positions, and at all points of zero shear (when applicable). Neglect the mass of the beam. All values should be supported with solutions.Shear and moment diagrams only without the accompanying solutions will not be considered. R1 = 50 kN and R2 = 20 kN. Use a ruler for the straight line parts of the diagrams. 30 kN 2m 10 kN/m |R₁ 2m 2m 80 kNm 3m R₂

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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