A 200 kN B 30 kN D. Soil Surface 1 mm settlement An axially loaded column made up of different segments AB, BC, and CD has a fixed support at A and a footing at D. The footing at D is rigid but is supported by soil that settles (moves downward) a maximum of 1mm before offering any resistance. Determine the stresses in segments AB, BC, and CD. Note, neglect the weights of the members.

Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
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A
200 kN
В
30 kN
D
Soil Surface
1 mm
settlement
An axially loaded column made up of different segments AB, BC, and CD has a fixed support at
A and a footing at D. The footing at D is rigid but is supported by soil that settles (moves
downward) a maximum of 1mm before offering any resistance. Determine the stresses in
segments AB, BC, and CD. Note, neglect the weights of the members.
Transcribed Image Text:A 200 kN В 30 kN D Soil Surface 1 mm settlement An axially loaded column made up of different segments AB, BC, and CD has a fixed support at A and a footing at D. The footing at D is rigid but is supported by soil that settles (moves downward) a maximum of 1mm before offering any resistance. Determine the stresses in segments AB, BC, and CD. Note, neglect the weights of the members.
Bar
Diameter (mm)
E (GPa)
Length (m)
АВ
100
100
1.5
ВС
200
150
1.0
CD
50
200
0.8
Transcribed Image Text:Bar Diameter (mm) E (GPa) Length (m) АВ 100 100 1.5 ВС 200 150 1.0 CD 50 200 0.8
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