6 kN/m +x 18 kN-m A B D 3.0 m- 3.0 m- 4.0 m An l-section Beam ABCD is pin supported at points B and D and has an overhanging segment (segment AB). The beam is loaded with a clockwise moment load at D and a uniformly distributed load on segment AB. The l-section has an I=24.4x10% mm' and a modulus of elasticity equal to E=200GPA. For the given beam and loading conditions, determine the following: a. The magnitudes of the support reactions at B and D (Include directions in your final solutions) b. The constants of integration C1 and C2, considering a right to left reference axis c. The possible locations of maximum deflection along segment BD, considering a right to left reference axis (x1 < x2)

6 kN/m +x 18 kN-m A B D 3.0 m- 3.0 m- 4.0 m An l-section Beam ABCD is pin supported at points B and D and has an overhanging segment (segment AB). The beam is loaded with a clockwise moment load at D and a uniformly distributed load on segment AB. The l-section has an I=24.4x10% mm' and a modulus of elasticity equal to E=200GPA. For the given beam and loading conditions, determine the following: a. The magnitudes of the support reactions at B and D (Include directions in your final solutions) b. The constants of integration C1 and C2, considering a right to left reference axis c. The possible locations of maximum deflection along segment BD, considering a right to left reference axis (x1 < x2)

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.6.22P: A steel beam ABC is simply supported at A and fiand has an overhang BC of length L = 150 mm (see...

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