points A, B and D, respectively, as shown in the figure. A uniformly distributed loac of 4 kN/m acting vertically downwards extends for a length of 4 m between point A and C. Page 3 of 6 5 kN 10 kN 4 kN/m A 2 m 2 m 1 m 2 m 30 kN Figure Q2: A cantilever beam 2.1. Calculate the magnitudes and directions of the support reaction force RE and bending moment ME and at point E. 2.2. Establish the equations of shear forces (SF) and bending moments (BM) for each span of the beam. 2.3. On the basis of the established equations for SF and BM for the cantilever beam, construct the shear force and bending moment diagrams along the entire span of the beam. 2.4. Determine the magnitude and position of the maximum bending moment acting on the beam. 2.5. Calculate and show the positions of the points of contra-flexure (PCE)

points A, B and D, respectively, as shown in the figure. A uniformly distributed loac of 4 kN/m acting vertically downwards extends for a length of 4 m between point A and C. Page 3 of 6 5 kN 10 kN 4 kN/m A 2 m 2 m 1 m 2 m 30 kN Figure Q2: A cantilever beam 2.1. Calculate the magnitudes and directions of the support reaction force RE and bending moment ME and at point E. 2.2. Establish the equations of shear forces (SF) and bending moments (BM) for each span of the beam. 2.3. On the basis of the established equations for SF and BM for the cantilever beam, construct the shear force and bending moment diagrams along the entire span of the beam. 2.4. Determine the magnitude and position of the maximum bending moment acting on the beam. 2.5. Calculate and show the positions of the points of contra-flexure (PCE)

Elements Of Electromagnetics

7th Edition

ISBN:9780190698614

Author:Sadiku, Matthew N. O.

Publisher:Sadiku, Matthew N. O.

ChapterMA: Math Assessment

Section: Chapter Questions

Problem 1.1MA

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