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. A C 22 in. B 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. A C 22 in. B 15in. F
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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