A 10 m column is assembled with a wide flange section and 2-12 mm plates as shown. The column is fixed at both ends and

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A 10 m column is assembled with a wide flange section and 2-12 mm plates as shown. The column is fixed at both ends and

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A 10 M Column Is Assembled With A Wide Flange Section And 2 12 Mm Plates As Shown The Column Is Fixed At Both Ends And 1
A 10 M Column Is Assembled With A Wide Flange Section And 2 12 Mm Plates As Shown The Column Is Fixed At Both Ends And 1 (404.01 KiB) Viewed 13 times
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A 10 m column is assembled with a wide flange section and 2-12 mm plates as shown. The column is fixed at both ends and braced at midheight about the weak axis (the axis w/ lower value of moment of inertia). Properties of Wide Flange Flange width, by Flange thickness, t Overall depth, d Web thickness, tw Moment of Inertia, Ix Moment of Inertia, ly Area, A 12-11- 250 250 mm 16.40 mm 350 mm 9.50 mm 266 x 106 mm² 44.54 x 1-6 mm4 11,550 mm² 12 350 Which of the following most nearly gives the effective slenderness ratio about the y-axis?
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