Q1: The horizontal rigid beam ABCD is supported byvertical bars BE and CF and is loaded by vertical forcesP, 400 kN and P,respectively (see figure). Bars BE and CF are made ofsteel (E = 200 GPa) and have cross-sectional areasAREbetween various points on the bars are shown in the figure.Determine the vertical displacements & and ôp ofpoints A and D, respectively.= 360 kN acting at points A and D,%3D11,100 mm and Acr9,280 mm. The distances15m 1.5 m 2.1 m-BDP = 400 kN2.4 mP2 = 360 kNF0.6 ml

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Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces - 400 kN and P, 360 kN acting at points A and D, P respectively (see figure). Bars BE and CF are made of steel (E - 200 GPa) and have cross-sectional areas 9,280 mm. The distances 11,100 mm and Acr between various points on the bars are shown in the figure. Determine the vertical displacements & and ôp of points A and D, respectively. T15m 1.5 m 2.1 m P = 400 kN 2.4 m P2 = 360 kN %3D F 0.6 m

Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces - 400 kN and P, 360 kN acting at points A and D, P respectively (see figure). Bars BE and CF are made of steel (E - 200 GPa) and have cross-sectional areas 9,280 mm. The distances 11,100 mm and Acr between various points on the bars are shown in the figure. Determine the vertical displacements & and ôp of points A and D, respectively. T15m 1.5 m 2.1 m P = 400 kN 2.4 m P2 = 360 kN %3D F 0.6 m

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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