6.5 A beam 7 m long is simply supported at its ends and loaded as follows: 120 kN at 1 m from one end A, 20 kN at 4 m from A and 60 kN at 5 m from A. Calculate the position and magnitude of the maximum deflection. The second moment of area of the beam section is 400 × 10-6 m² and E for the beam material is 210 GN/m².

6.5 A beam 7 m long is simply supported at its ends and loaded as follows: 120 kN at 1 m from one end A, 20 kN at 4 m from A and 60 kN at 5 m from A. Calculate the position and magnitude of the maximum deflection. The second moment of area of the beam section is 400 × 10-6 m² and E for the beam material is 210 GN/m².

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter9: Deflections Of Beams

Section: Chapter Questions

Problem 9.5.4P: Beam ABC is loaded by a uniform load q and point load P at joint C. Using the method of...

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