Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces P = 400 kN and P2 = 360 kN acting at points A and D, respectively (see figure). Bars BE and CF are made of steel (E = 200 GPa) and have cross-sectional areas ABE = 11,100 mm and AcF 9,280 mm. The distances between various points on the bars are shown in the figure. Determine the vertical displacements 8A and dp of points A and D, respectively. %3D %3D E15 m–1.5 m –2.1 m | A D P = 400 kN 2.4 m P2 = 360 kN F 0.6 ml E

Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces P = 400 kN and P2 = 360 kN acting at points A and D, respectively (see figure). Bars BE and CF are made of steel (E = 200 GPa) and have cross-sectional areas ABE = 11,100 mm and AcF 9,280 mm. The distances between various points on the bars are shown in the figure. Determine the vertical displacements 8A and dp of points A and D, respectively. %3D %3D E15 m–1.5 m –2.1 m | A D P = 400 kN 2.4 m P2 = 360 kN F 0.6 ml E

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter2: Axially Loaded Members

Section: Chapter Questions

Problem 2.2.18P: The horizon Lai rigid beam A BCD is supported by vertical bars BE and CF and is loaded by vertical...

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