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*2.2-12 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 mm² and Acr = 9,280 mm². The distances between various points on the bars are shown in the figure. Determine the vertical displacements d and &p of points A and D, respectively. - 1.5 m→– 1.5 m - - 2.1 m- A B D P1 = 400 kN 2.4 m P2 = 360 kN F 0.6 m E

*2.2-12 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 mm² and Acr = 9,280 mm². The distances between various points on the bars are shown in the figure. Determine the vertical displacements d and &p of points A and D, respectively. - 1.5 m→– 1.5 m - - 2.1 m- A B D P1 = 400 kN 2.4 m P2 = 360 kN F 0.6 m E

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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*2.2-12 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 mm² and AcF = 9,280 mm². The distances between various points on the bars are shown in the figure. Determine the vertical displacements 84 and dp of points A and D, respectively. 1.5 m - 1.5 m – 2.1 m A B D P = 400 kN 2.4 m P2 = 360 kN 0.6 m E
Transcribed Image Text:*2.2-12 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 mm² and AcF = 9,280 mm². The distances between various points on the bars are shown in the figure. Determine the vertical displacements 84 and dp of points A and D, respectively. 1.5 m - 1.5 m – 2.1 m A B D P = 400 kN 2.4 m P2 = 360 kN 0.6 m E
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