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

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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