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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 da and dp of points A and D, respectively. %3! %3! %3D 15 m 1.5 m 2.1 m- A B D P = 400 kN 2.4 m P2 = 360 kN 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 da and dp of points A and D, respectively. %3! %3! %3D 15 m 1.5 m 2.1 m- A B D P = 400 kN 2.4 m P2 = 360 kN 0.6 ml E

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter6: Deflections Of Beams: Geometric Methods
Section: Chapter Questions
Problem 1P
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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 dA and ôp of points A and D, respectively. %3! %3D %3D 15m 1.5 m 2.1 m- - 2.1 A B D P = 400 kN 2.4 m P2 = 360 kN F 0.6 ml E
Transcribed Image Text: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 dA and ôp of points A and D, respectively. %3! %3D %3D 15m 1.5 m 2.1 m- - 2.1 A B D P = 400 kN 2.4 m P2 = 360 kN F 0.6 ml E
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