The normal strain in a suspended bar of material of varying cross section due to its own weight is given by the expression vy/3E where y = 3.0 lb/in.³ is the specific weight of the material, y = 3.5 in. is the distance from the free (i.e., bottom) end of the bar, L = 7 in. is the length of the bar, and E= 26000 ksi is a material constant. Determine, (a) the change in length of the bar due to its own weight. (b) the average normal strain over the length of the bar (c) the maximum normal strain in the bar. Answer: (a) d= i (b) avg (c) Emax= = i x10-6 in. HE με

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The normal strain in a suspended bar of material of varying cross section due to its own weight is given by the expression vy/3E where y
= 3.0 lb/in.³ is the specific weight of the material, y = 3.5 in. is the distance from the free (i.e., bottom) end of the bar, L = 7 in. is the length
of the bar, and E = 26000 ksi is a material constant. Determine,
(a) the change in length of the bar due to its own weight.
(b) the average normal strain over the length of the bar
(c) the maximum normal strain in the bar.
Answer:
(a) 6 =
(b) Eavg
(c) Emax
i
i
= i
x10-6 in.
με
με
Transcribed Image Text:The normal strain in a suspended bar of material of varying cross section due to its own weight is given by the expression vy/3E where y = 3.0 lb/in.³ is the specific weight of the material, y = 3.5 in. is the distance from the free (i.e., bottom) end of the bar, L = 7 in. is the length of the bar, and E = 26000 ksi is a material constant. Determine, (a) the change in length of the bar due to its own weight. (b) the average normal strain over the length of the bar (c) the maximum normal strain in the bar. Answer: (a) 6 = (b) Eavg (c) Emax i i = i x10-6 in. με με
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