Axial loads are applied with rigid bearing plates to the cylindrical pipes shown. The diameter of aluminum pipe (1) is 1.70 in. with a wall thickness of 0.25 in., the diameter of brass pipe (2) is 1.50 in. with a wall thickness of 0.25 in., and the diameter of steel pipe (3) is 3.00 in. with a wall thickness of 0.25 in. Pipe (2) has a length of 14 in. and deforms 0.22 in. due to the applied loads. (a) Determine the axial stress in rod (2) and state whether it is in compression or tension. (b) Calculate the normal strain in rod (2). -en; d₂ = 1.70in t₁ =₁25in d₂ = 1.501n t₂ =125 in L₂= 14in ad Deforms (10) = .22, h = 3.00in t₂ =25/n compression dz FA 1.501h-2 (₁25in) = lin A = π (1.50² - 1₁n²)=, 98 m² 14iK-22iK 13.78 2.12 LOkips .98in² = /₁98in = E €61.22 ks/ 15 kips D 20 kips 30 kips 35 kips A 15 kips D 8 35 kips

Axial loads are applied with rigid bearing plates to the cylindrical pipes shown. The diameter of aluminum pipe (1) is 1.70 in. with a wall thickness of 0.25 in., the diameter of brass pipe (2) is 1.50 in. with a wall thickness of 0.25 in., and the diameter of steel pipe (3) is 3.00 in. with a wall thickness of 0.25 in. Pipe (2) has a length of 14 in. and deforms 0.22 in. due to the applied loads. (a) Determine the axial stress in rod (2) and state whether it is in compression or tension. (b) Calculate the normal strain in rod (2). -en; d₂ = 1.70in t₁ =₁25in d₂ = 1.501n t₂ =125 in L₂= 14in ad Deforms (10) = .22, h = 3.00in t₂ =25/n compression dz FA 1.501h-2 (₁25in) = lin A = π (1.50² - 1₁n²)=, 98 m² 14iK-22iK 13.78 2.12 LOkips .98in² = /₁98in = E €61.22 ks/ 15 kips D 20 kips 30 kips 35 kips A 15 kips D 8 35 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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