11.18 A long, flat steel bar 4 in. wide and 3 in. thick is reduced in width to 3 in. There are circular fillets of in. radius on each side. If the bar is subjected to an axial tensile load of 12,000 lb, calculate (a) the average tensile stress in the wide portion of the bar some distance from the change in section. (b) the average tensile stress in the narrow part of the bar. (c) the maximum tensile stress adjacent to the circular fillet. H a 11.28 A P (a (E

Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
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Chapter1: Introduction
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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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11.18 A long, flat steel bar 4 in. wide and 3 in. thick is reduced in
width to 3 in. There are circular fillets of in. radius on each
side. If the bar is subjected to an axial tensile load of 12,000 lb,
calculate
(a) the average tensile stress in the wide portion of the bar
some distance from the change in section.
(b) the average tensile stress in the narrow part of the bar.
(c) the maximum tensile stress adjacent to the circular
wild fillet.
11 10 A long flat steel bar 5 in wide and in thick has a circu
162111
3
H
ar
11.28 A
P
(a
(E
Transcribed Image Text:11.18 A long, flat steel bar 4 in. wide and 3 in. thick is reduced in width to 3 in. There are circular fillets of in. radius on each side. If the bar is subjected to an axial tensile load of 12,000 lb, calculate (a) the average tensile stress in the wide portion of the bar some distance from the change in section. (b) the average tensile stress in the narrow part of the bar. (c) the maximum tensile stress adjacent to the circular wild fillet. 11 10 A long flat steel bar 5 in wide and in thick has a circu 162111 3 H ar 11.28 A P (a (E
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