Draw the curve for slenderness ratios

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1. Calculate the Euler buckling load for a pin-connected steel pipe column. Use A=8.4 in . 2 , r=2.94 in., and the following lengths: (a) 50 ft, (b) 35 ft, (c) 20 ft, and (d) 15 ft. The proportional limit is 34,000 psi.

2. Plot a curve showing the relationship of f versus L/r for steel columns. Draw the curve for slenderness ratios that vary from 0 to 200. Assume the proportional limit =235 MPa.

Reference no: EM131382285

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