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11-6M. A W150 x 37 is used as a column 6-m long. Compute its critical buckling stress and load. A = 4730mm', Ix = 22.2 x 10' mm, ly = 7.07 x 10 mm

11-6M. A W150 x 37 is used as a column 6-m long. Compute its critical buckling stress and load. A = 4730mm', Ix = 22.2 x 10' mm, ly = 7.07 x 10 mm

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11-10M. Work Problem 11-6M if the lower end is fixed and the upper end remains pinned.
Transcribed Image Text:11-10M. Work Problem 11-6M if the lower end is fixed and the upper end remains pinned.
11-6M. A W150 x 37 is used as a column 6-m long. Compute its critical buckling stress and load. A = 4730mm', Ix = 22.2 x 10° mm, ly = 7.07 x 10 mm
Transcribed Image Text:11-6M. A W150 x 37 is used as a column 6-m long. Compute its critical buckling stress and load. A = 4730mm', Ix = 22.2 x 10° mm, ly = 7.07 x 10 mm
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