2. 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 8, and 8, of points A and D, respectively. A D. E1.5 m 1.5 m 2.1 m P = 400 kN 2.4 m P2 = 360 kN 0.6 m

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
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PLEASE ANSWER NUMBER 2.MECH 222-MECHANICS OF DEFORMABLE BODIES: PLEASE GIVE DETAILED SOLUTIONS AND CORRECT ANSWERS. I WILL REPORT TO BARTLEBY THOSE TUTORS WHO WILL GIVE INCORRECT ANSWERS.
2. 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 8, and 8, of points A and D, respectively.
E1.5 m
- 1.5 m
2.1 m
B
P = 400 kN
2.4 m
P2 = 360 kN
0.6 m
Transcribed Image Text:2. 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 8, and 8, of points A and D, respectively. E1.5 m - 1.5 m 2.1 m B P = 400 kN 2.4 m P2 = 360 kN 0.6 m
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