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 (17.33 KiB) Viewed 16 times
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 2 (45.02 KiB) Viewed 16 times
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, tr Overall depth, d Web thickness, w Moment of Inertia, y Moment of Inertia ly Area, A 250 mm 16.40 mm 350 mm 9.50 mm 266 x 105 mm²4 44.54 x 10 mm 11,550 mm²
12-11- 3085.90 KN 3148 87 KN If the length of the beam is changed to 30 m, which of the following most nearly gives the axial load capacity of the column? Select the correct response 3380.16 KN 250 2760 47 KN -12 350
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