3. Determine the moment of inertia with respected to25 mmx- (horizontal) and y- (vertical) axis through thecentroid of the two 250 x 25 mm steel plates andtwo C381 x 74 channels that are welded together254 mmC381 x74to form the cross section shown in Figure 3.25 mm250 mm-Axis XXAxis YYFlangeThicknesuWobThicknessArcamm2DepthWid th108 mmtShapeC381 x 71105 mmt1.58mmmmmmmmmmmm948538191.416518.216813322.020.3

Given Steel plate at top and bottom Channel section at right and left Welded together to form cross…

5. 25 mm x- (horizontal) and y- (vertical) axis through the centroid of the two 250 x 25 mm steel plates and two C381 x 74 channels that are welded together 254 mm 381 ×74 to form the cross section shown in Figure 3. - 250 mm | 25 mm Axio YY Axio XX Ix 10 mmt 168 Arca Flange Thicknesu Wub Thickneuo Depth Wid th Shape C381 x 74 mm mm 10 mm mm mm mm 9485 381 91.4 16.5 18.2 133 158 22.0 20.3

5. 25 mm x- (horizontal) and y- (vertical) axis through the centroid of the two 250 x 25 mm steel plates and two C381 x 74 channels that are welded together 254 mm 381 ×74 to form the cross section shown in Figure 3. - 250 mm | 25 mm Axio YY Axio XX Ix 10 mmt 168 Arca Flange Thicknesu Wub Thickneuo Depth Wid th Shape C381 x 74 mm mm 10 mm mm mm mm 9485 381 91.4 16.5 18.2 133 158 22.0 20.3

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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