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The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces P₁ = 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 = 11,000 mm², Acf-9280 mm² and bars are shown in the figure. 1.5 m P₁ = 400 kN E A B 1.5 m A A 2.1 m A D P, 360 kN 2.4 m F 0.6 m Determine the vertical displacements 8 and 8p of points A and D, respectively.

The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces P₁ = 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 = 11,000 mm², Acf-9280 mm² and bars are shown in the figure. 1.5 m P₁ = 400 kN E A B 1.5 m A A 2.1 m A D P, 360 kN 2.4 m F 0.6 m Determine the vertical displacements 8 and 8p of points A and D, respectively.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces P₁ = 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 = 11,000 mm², Acf-9280 mm² and bars are shown in the figure. 1.5 m P₁ = 400 kN E A B 1.5 m A A 2.1 m A D P, 360 kN 2.4 m F 0.6 m Determine the vertical displacements 8 and 8p of points A and D, respectively.
Transcribed Image Text:The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces P₁ = 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 = 11,000 mm², Acf-9280 mm² and bars are shown in the figure. 1.5 m P₁ = 400 kN E A B 1.5 m A A 2.1 m A D P, 360 kN 2.4 m F 0.6 m Determine the vertical displacements 8 and 8p of points A and D, respectively.
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