Problem # 4: Three links are used to support load P 10.25 kips. Disregarding any deformation for horizontal bar BD, calculate the stress developed in links AB (A 0.35 in?) and EF (A 1.15 in? ). What is the value of axial strain sustained by link CD? Use E = 29 x 10° psi for all the steel links. Assume that link AB is identical to link CD. 22 in. E 15in. F
Problem # 4: Three links are used to support load P 10.25 kips. Disregarding any deformation for horizontal bar BD, calculate the stress developed in links AB (A 0.35 in?) and EF (A 1.15 in? ). What is the value of axial strain sustained by link CD? Use E = 29 x 10° psi for all the steel links. Assume that link AB is identical to link CD. 22 in. E 15in. F
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
SOM 4.1 Show your complete/correct solution. ( I need detailed solution since there is given answer.)
Given answer:
Stress of AB = 4294.286
Stress of EF = 6299.130 psi
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