A hollow steel [E = 30,000 ksi] tube (1) with an outside diameter of 3.75 in. and a wall thickness of 0.25 in. is fastened to a solid aluminum [E = 10,000 ksi] rod (2) that has a 2.55-in. diameter and a solid 1.85-in. diameter aluminum rod (3). The bar is loaded as shown. Determine the deflection of point D with respect to the fixed support A. 22 kips 42 in. B O -0.0439 in. O -0.0536 in. 22 kips 30 in. 13 kips 13 kips 24 in. 30 kips
A hollow steel [E = 30,000 ksi] tube (1) with an outside diameter of 3.75 in. and a wall thickness of 0.25 in. is fastened to a solid aluminum [E = 10,000 ksi] rod (2) that has a 2.55-in. diameter and a solid 1.85-in. diameter aluminum rod (3). The bar is loaded as shown. Determine the deflection of point D with respect to the fixed support A. 22 kips 42 in. B O -0.0439 in. O -0.0536 in. 22 kips 30 in. 13 kips 13 kips 24 in. 30 kips
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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![A hollow steel [E = 30,000 ksi] tube (1) with an outside diameter of 3.75 in. and a wall thickness of 0.25 in. is fastened to a solid
aluminum [E = 10,000 ksi] rod (2) that has a 2.55 -in. diameter and a solid 1.85-in. diameter aluminum rod (3). The bar is loaded as
shown. Determine the deflection of point D with respect to the fixed support A.
A
42 in.
B
-0.0439 in.
O -0.0536 in.
O -0.0398 in.
O -0.0750 in.
O -0.0499 in.
22 kips
22 kips
30 in.
13 kips
13 kips
24 in.
30 kips](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F902cca22-0d5d-47c8-920e-8b9f143cfa7f%2F21dab1bc-6860-412f-bc3a-b1b47f48ab33%2Frnzsker_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A hollow steel [E = 30,000 ksi] tube (1) with an outside diameter of 3.75 in. and a wall thickness of 0.25 in. is fastened to a solid
aluminum [E = 10,000 ksi] rod (2) that has a 2.55 -in. diameter and a solid 1.85-in. diameter aluminum rod (3). The bar is loaded as
shown. Determine the deflection of point D with respect to the fixed support A.
A
42 in.
B
-0.0439 in.
O -0.0536 in.
O -0.0398 in.
O -0.0750 in.
O -0.0499 in.
22 kips
22 kips
30 in.
13 kips
13 kips
24 in.
30 kips
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