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 mm². The distances between various points on the bars are shown in the figure. Determine the vertical displacements d and op of points A and D, respectively. %3! 1.5 m 1.5 m –2.1 m- B A C D P = 400 kN 2.4 m P2 = 360 kN F 0.6 m E

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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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 mm² and Acp = 9,280 mm². The distances
between various points on the bars are shown in the figure.
Determine the vertical displacements &, and ôp of
points A and D, respectively.
E1.5m 1.5 m 2.1 m –
A
P = 400 kN
2.4 m P2 = 360 kN
F
0.6 m|
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 mm² and Acp = 9,280 mm². The distances between various points on the bars are shown in the figure. Determine the vertical displacements &, and ôp of points A and D, respectively. E1.5m 1.5 m 2.1 m – A P = 400 kN 2.4 m P2 = 360 kN F 0.6 m|
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