1. The assembly is shown is attached to supports at A and D. Section BCD is a solid 2" diameter aluminum [E = 10,000 ksi] rod. Steel [E = 30,000 ksi] tube AB has an outer diameter of 3.50" and a wall thickness of 0.216 in. Determine (a) the stresses is sections AB, BC and CD, and (b) the deflections of joints B and C. [OAs = 3.40 ksi (C), Osc = 5.863 ksi (T) O, = 4.959 ksi (C), 8, = 0.0054"– , &c = 0.02975"→] 13 kips A B 17 kips D 13 kips 17 kips 4 ft 5 ft 5 ft
1. The assembly is shown is attached to supports at A and D. Section BCD is a solid 2" diameter aluminum [E = 10,000 ksi] rod. Steel [E = 30,000 ksi] tube AB has an outer diameter of 3.50" and a wall thickness of 0.216 in. Determine (a) the stresses is sections AB, BC and CD, and (b) the deflections of joints B and C. [OAs = 3.40 ksi (C), Osc = 5.863 ksi (T) O, = 4.959 ksi (C), 8, = 0.0054"– , &c = 0.02975"→] 13 kips A B 17 kips D 13 kips 17 kips 4 ft 5 ft 5 ft
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter1: Introduction
Section: Chapter Questions
Problem 1.5.6P: The data in Table 1.5.3 were obtained from a tensile test of a metal specimen with a rectangular...
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![1. The assembly is shown is attached to supports at A and D. Section BCD is a solid 2" diameter aluminum
[E = 10,000 ksi] rod. Steel [E = 30,000 ksi] tube AB has an outer diameter of 3.50" and a wall thickness of
0.216 in. Determine (a) the stresses is sections AB, BC and CD, and (b) the deflections of joints B and C.
[OAB = 3.40 ksi (C), Osc = 5.863 ksi (T) Oc, = 4.959 ksi (C), 8, = 0,0054"– , d. = 0,02975"→]
%3D
%3D
%3D
%3D
13 kips
17 kips
A
C
13 kips
17 kips
4 ft
5 ft
5 ft](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F85ae0f42-00f6-4dc2-8538-dd6393436482%2F6c41f5b8-edbe-49f4-a970-1b4a96916578%2Fi8a2ze_processed.png&w=3840&q=75)
Transcribed Image Text:1. The assembly is shown is attached to supports at A and D. Section BCD is a solid 2" diameter aluminum
[E = 10,000 ksi] rod. Steel [E = 30,000 ksi] tube AB has an outer diameter of 3.50" and a wall thickness of
0.216 in. Determine (a) the stresses is sections AB, BC and CD, and (b) the deflections of joints B and C.
[OAB = 3.40 ksi (C), Osc = 5.863 ksi (T) Oc, = 4.959 ksi (C), 8, = 0,0054"– , d. = 0,02975"→]
%3D
%3D
%3D
%3D
13 kips
17 kips
A
C
13 kips
17 kips
4 ft
5 ft
5 ft
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