QI: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces P, = 400 kN and P, = 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. %3D 1.5 m 1.5 m 2.1 m A B P = 400 kN 2.4 m P2 = 360 kN F 0.6 m|

QI: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces P, = 400 kN and P, = 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. %3D 1.5 m 1.5 m 2.1 m A B P = 400 kN 2.4 m P2 = 360 kN F 0.6 m|

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.
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