Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical forces - 400 kN and P, 360 kN acting at points A and D, P respectively (see figure). Bars BE and CF are made of steel (E - 200 GPa) and have cross-sectional areas 9,280 mm. The distances 11,100 mm and Acr between various points on the bars are shown in the figure. Determine the vertical displacements & and ôp of points A and D, respectively. T15m 1.5 m 2.1 m P = 400 kN 2.4 m P2 = 360 kN %3D F 0.6 m

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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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 P,
respectively (see figure). Bars BE and CF are made of
steel (E = 200 GPa) and have cross-sectional areas
ARE
between various points on the bars are shown in the figure.
Determine the vertical displacements & and ôp of
points A and D, respectively.
= 360 kN acting at points A and D,
%3D
11,100 mm and Acr
9,280 mm. The distances
15m 1.5 m 2.1 m-
B
D
P = 400 kN
2.4 m
P2 = 360 kN
F
0.6 ml
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 P, respectively (see figure). Bars BE and CF are made of steel (E = 200 GPa) and have cross-sectional areas ARE between various points on the bars are shown in the figure. Determine the vertical displacements & and ôp of points A and D, respectively. = 360 kN acting at points A and D, %3D 11,100 mm and Acr 9,280 mm. The distances 15m 1.5 m 2.1 m- B D P = 400 kN 2.4 m P2 = 360 kN F 0.6 ml
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