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Determine the minimum critical Euler axial compression force, Pcr and the minimum critical Euler axial compression stress, cru, for the column below which is pinned at the top and bottom ends and braced as shown below. Use the following properties....
A = 12 in 2
l xx = 300 in 4
I ri = 50 in4
L = 20 ft
E = 29,000 ksi
The following observations were made during a tensile test on mild steel specimen 60 mm in diameter and X mm long. Elongation with 50 KN load (within the limit of proportionality)
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Calculate the vertical reaction at A in Newtons
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