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Each of the two vertical links BD has a uniform cross section 0.375 X 1.5 in. Determine the axial deformation and normal stress in each link for the loading shown. Determine the axial force in each link for the loading shown. Use E = 29 X 10^6 psi
Axial deformation
a. 0.00196 inb. 0.00392 inc. 0.00467 ind. 0.00565 in
Normal stress
a. 1.805 ksib. 3.61 ksic. 7.22 ksid. 14.44 ksi
Axial force
a. 3.575 kipsb. 4.062 kipsc. 4.905 kipsd. 5.575 kips
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