А Pg = 50 lb L = 20 in. B L2 = 20 in. C Рс- 100 1b L3 = 40 in. Рр - 200 1b D
А Pg = 50 lb L = 20 in. B L2 = 20 in. C Рс- 100 1b L3 = 40 in. Рр - 200 1b D
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter4: Compression Members
Section: Chapter Questions
Problem 4.9.4P
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Question
vertical bar is loaded with axial loads
at points B, C, and D, as shown in the figure. The
bar is made of steel with a modulus of elasticity
E = 29,000 ksi. The bar has a cross-sectional area of
8.24 in2. Calculate the displacements at points B, C,
and D. Ignore the weight of the bar.
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