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Properties of the Wide Flange Section: gy tf = 61 mm bf d = 1,050 mm Iax = 14.734 x10° mm4 Iay = 715.918 x106 mm4 gx d tw tf 2a. Determine the location of the centroid of the built-up section measured from the top. 2b. Determine the moment of inertia of the built-up section with respect to the horizontal axis of its centroid. (Hint: Use the concept of transfer of moment of inertia.)

Properties of the Wide Flange Section: gy tf = 61 mm bf d = 1,050 mm Iax = 14.734 x10° mm4 Iay = 715.918 x106 mm4 gx d tw tf 2a. Determine the location of the centroid of the built-up section measured from the top. 2b. Determine the moment of inertia of the built-up section with respect to the horizontal axis of its centroid. (Hint: Use the concept of transfer of moment of inertia.)

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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Properties of the Wide Flange Section: gy tf = 61 mm bf d = 1,050 mm Iax = 14.734 x10° mm4 Iay = 715.918 x106 mm4 gx d tw tf 2a. Determine the location of the centroid of the built-up section measured from the top. 2b. Determine the moment of inertia of the built-up section with respect to the horizontal axis of its centroid. (Hint: Use the concept of transfer of moment of inertia.)
Transcribed Image Text:Properties of the Wide Flange Section: gy tf = 61 mm bf d = 1,050 mm Iax = 14.734 x10° mm4 Iay = 715.918 x106 mm4 gx d tw tf 2a. Determine the location of the centroid of the built-up section measured from the top. 2b. Determine the moment of inertia of the built-up section with respect to the horizontal axis of its centroid. (Hint: Use the concept of transfer of moment of inertia.)
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