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Problem I. 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 250 mm 16.40 mm 350 mm 9.50 mm 266 x 106 mm² 44.54 x 106 mm 11,550 mm² Flange width, bf Flange thickness, tf Overall depth, d Web thickness, tw Moment of Inertia, Ix Moment of Inertia, Iy Area, A 12- 250- 12 350 a. Calculate the slenderness ratio about x and y axes. b. Compute for the Euler buckling load, Fe. c. If Fy = 36 ksi, determine the amount of axial load that can applied in the column following the provisions of the code and design philosophies ASD and LRFD?

Problem I. 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 250 mm 16.40 mm 350 mm 9.50 mm 266 x 106 mm² 44.54 x 106 mm 11,550 mm² Flange width, bf Flange thickness, tf Overall depth, d Web thickness, tw Moment of Inertia, Ix Moment of Inertia, Iy Area, A 12- 250- 12 350 a. Calculate the slenderness ratio about x and y axes. b. Compute for the Euler buckling load, Fe. c. If Fy = 36 ksi, determine the amount of axial load that can applied in the column following the provisions of the code and design philosophies ASD and LRFD?

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Problem I. 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 250 mm 16.40 mm 350 mm Flange width, bf Flange thickness, tf Overall depth, d Web thickness, tw Moment of Inertia, Ix Moment of Inertia, Iy Area, A 12- 9.50 mm 266 x 106 mm4 44.54 x 106 mm4 11,550 mm² 250- 12 350 a. Calculate the slenderness ratio about x and y axes. b. Compute for the Euler buckling load, Fe. c. If Fy = 36 ksi, determine the amount of axial load that can applied in the column following the provisions of the code and design philosophies ASD and LRFD?
Transcribed Image Text:Problem I. 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 250 mm 16.40 mm 350 mm Flange width, bf Flange thickness, tf Overall depth, d Web thickness, tw Moment of Inertia, Ix Moment of Inertia, Iy Area, A 12- 9.50 mm 266 x 106 mm4 44.54 x 106 mm4 11,550 mm² 250- 12 350 a. Calculate the slenderness ratio about x and y axes. b. Compute for the Euler buckling load, Fe. c. If Fy = 36 ksi, determine the amount of axial load that can applied in the column following the provisions of the code and design philosophies ASD and LRFD?
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