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45 mm X30mm X6mm Co10x45 |50 mm X 10 mm cermine the centroidal moment of Inertia of the built up section along x and y axis.

45 mm X30mm X6mm Co10x45 |50 mm X 10 mm cermine the centroidal moment of Inertia of the built up section along x and y axis.

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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Determine the centroidal moment of Inertia of the built up section along x and y axis.

  • Use 2 decimals
  • Show complete solution and diagrams
  • Use the table in the image below as reference
TABLE B-4 PROPERTIES OF CHANNEL SECTIONS: SI UNITS Axis X-X Axis Y-Y Flange Theoretical Web S C VTJA (10° mm) - VIJA (mm) Area Depth (mm) mass Width Thickness thickness I Designation (kg/m) (mm) (mm) (mm) (mm) (10° mm) (10 mm) (mm) (10° mm) (mm) 74.4 133 4.60 62.4 22.0 20.3 9 480 7 570 6 430 C380 X74 381 94 16.5 18.2 168 881 59.4 760 138 3.84 55.5 22.5 19.7 X60 381 89 16.5 13.2 145 X50 50.5 381 86 16.5 10.2 131 687 143 -3.39 51.4 23.0 20.0 33.6 19.3 17.0 2.12 1.85 13.0 67.3 442 109 5 690 4 720 3920 44.7 305 80 12.7 C310 X45 x37 37.1 305 77 12.7 9.8 59.9 393 113 30.9 19.8 17.1 74 12.7 7.2 53.5 351 117 1.59 28.2 20.1 17.5 X31 30.8 305 16.3 15.7 15.3 76 I 1.1 17.1 42.8 337 86.9 1.60 26.8 16.8 5 670 4 750 3 780 2 880 C250 X45 44.5 254 254 73 11.1 13.4 37.9 299 89.3 1.40 24.3 17.2 X37 37.3 21.5 18.8 254 69 11.1 9.6 32.7 257 93.0 1.16 17.5 X30 29.6 27.8 98.2 0.922 17.9 15.9 X23 22.6 254 65 1I.I 6.1 219 14.8 14.9 16.3 81.9 86.6 19.3 16.8 15.6 C230 X30 3 800 229 67 10.5 11.4 25.5 222 1.01 29.8 22.3 16.8 0.806 0.716 63 10.5 7.2 21.3 186 X22 2 840 229 16.8 15.1 10.5. 5.9 19.8 173 88.5 X20 19.8 2 530 229 61 14.4 0.825 0.627 0.544 9.9 12.4 18.2 180 71.5 16.6 15.2 64- 3 560 2 600 2 170 203 C200 X28 X21 27.9 20.4 15.5 15.8 14.0 14.5 9.9 7.7 14.9 147 75.7 13.9 203 59 9.9 5.6 13.5 133 78.9 12.8 X17 17.0 203 57 14.3 13.5 0.568 0.476 0.405 12.8 63.8 65.8 69.2 C180 X22 21.9 178 58 9.3 10.6 11.3 127 11.4 14.4 13.2 X18 18.2 2 3:0 178 55 9.3 8.0 10.0 113 10.3 14.8 13.8 X15 14.5 1 850 178 53 9.5 5.3 8.86 99.6 0.425 10.3 13.2 12.9 C150 X19 19.2 2 450 152 54 8.7 11.1 7.12 93.7 53.9 12.6 0351 913 13.3 X16 15.5 1980 51 80 622 560 564
Transcribed Image Text:TABLE B-4 PROPERTIES OF CHANNEL SECTIONS: SI UNITS Axis X-X Axis Y-Y Flange Theoretical Web S C VTJA (10° mm) - VIJA (mm) Area Depth (mm) mass Width Thickness thickness I Designation (kg/m) (mm) (mm) (mm) (mm) (10° mm) (10 mm) (mm) (10° mm) (mm) 74.4 133 4.60 62.4 22.0 20.3 9 480 7 570 6 430 C380 X74 381 94 16.5 18.2 168 881 59.4 760 138 3.84 55.5 22.5 19.7 X60 381 89 16.5 13.2 145 X50 50.5 381 86 16.5 10.2 131 687 143 -3.39 51.4 23.0 20.0 33.6 19.3 17.0 2.12 1.85 13.0 67.3 442 109 5 690 4 720 3920 44.7 305 80 12.7 C310 X45 x37 37.1 305 77 12.7 9.8 59.9 393 113 30.9 19.8 17.1 74 12.7 7.2 53.5 351 117 1.59 28.2 20.1 17.5 X31 30.8 305 16.3 15.7 15.3 76 I 1.1 17.1 42.8 337 86.9 1.60 26.8 16.8 5 670 4 750 3 780 2 880 C250 X45 44.5 254 254 73 11.1 13.4 37.9 299 89.3 1.40 24.3 17.2 X37 37.3 21.5 18.8 254 69 11.1 9.6 32.7 257 93.0 1.16 17.5 X30 29.6 27.8 98.2 0.922 17.9 15.9 X23 22.6 254 65 1I.I 6.1 219 14.8 14.9 16.3 81.9 86.6 19.3 16.8 15.6 C230 X30 3 800 229 67 10.5 11.4 25.5 222 1.01 29.8 22.3 16.8 0.806 0.716 63 10.5 7.2 21.3 186 X22 2 840 229 16.8 15.1 10.5. 5.9 19.8 173 88.5 X20 19.8 2 530 229 61 14.4 0.825 0.627 0.544 9.9 12.4 18.2 180 71.5 16.6 15.2 64- 3 560 2 600 2 170 203 C200 X28 X21 27.9 20.4 15.5 15.8 14.0 14.5 9.9 7.7 14.9 147 75.7 13.9 203 59 9.9 5.6 13.5 133 78.9 12.8 X17 17.0 203 57 14.3 13.5 0.568 0.476 0.405 12.8 63.8 65.8 69.2 C180 X22 21.9 178 58 9.3 10.6 11.3 127 11.4 14.4 13.2 X18 18.2 2 3:0 178 55 9.3 8.0 10.0 113 10.3 14.8 13.8 X15 14.5 1 850 178 53 9.5 5.3 8.86 99.6 0.425 10.3 13.2 12.9 C150 X19 19.2 2 450 152 54 8.7 11.1 7.12 93.7 53.9 12.6 0351 913 13.3 X16 15.5 1980 51 80 622 560 564
45 mm x 30 mm XGMM Co10 x45 |50 mm x 10 mm Determine the centroidal moment of Inertia of the built up section along x and y axis.
Transcribed Image Text:45 mm x 30 mm XGMM Co10 x45 |50 mm x 10 mm Determine the centroidal moment of Inertia of the built up section along x and y axis.
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