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Civil Engineering
100mm x 50mm × 10mm C250 x 30 C250 x 45

100mm x 50mm × 10mm C250 x 30 C250 x 45

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.

  • Use 3 decimals
  • Show complete solutions and diagrams
  • Use the table below as reference
TABLE B-4 PROPERTIES OF CHANNEL SECTIONS: SI UNITS Axis X-X Axis Y-Y Flange Theoretical Web S Depth (mm) (mm) 1 = VIJA (mm) = VITJA (mm) Area Width :Thickness (mm) mass thíckness I I. Designation (kg/m) (mm) (mm) (10° mm) (10° mm) (10° mm) (10° mm) (mm) C380 X74 9 480 7 570 74.4 381 94 16.5 18.2 168 881 133 4.60 62.4 22.0- 20.3 X60 59.4 381 89 16.5 13.2 145 760 138 3.84 55.5 22.5 19.7 X50 50.5 6 430 381 86 16.5 10.2 131 687 143 3.39 51.4 23.0 20.0 5 690 80 12.7 13.0 67.3 442 109 19.3 19.8 C310 X45 44.7 305 2.12 33.6 17.0 x37 37.1 4 720 305 77 12.7 9.8 59.9 393 113 1.85 30.9 17.1 X31 30.8 3 920 305 74 12.7 7.2 53.5 351 117 1.59 28.2 20.1 17.5 76 11.1 17.1 42.8 337 86.9- 1.60 16.8 6.3 5 670 4 750 26.8 24.3 C250 x45 44.5 254 X37 37.3 254 73 11.1 13.4 299 89.3 1.40 17.2 15.7 X30 29.6 3 780 254 69 11.1 9.6 32.7 257 93.0 1.16 21.5 17.5 15.3 X23 22.6 2 880 254 65 11.1 6.1 27.8 219 98.2 0.922 18.8 17.9 15.9 14.8 14.9 16.8 15.1 25.5 16.3 19.3 16.8 C230 X30 29.8 3 800 229 67 10.5 11.4 222 81,9 1.01 63 10.5 7.2 21.3 186 86.6 0.806 16.8 2 840 2 530 X22 22.3 229 X20 19.8 229 61 10.5. 5.9 19.8 173 88.5 0.716 15.6 14.4 14.0 C200 X28 64 9.9 12.4 18.2 180 71.5 0.825 16.6 15.2 27.9 3 560 203 15.5 15.8 X21 20.4 2 600 203 59 9.9 7.7 14.9 147 75.7 0.627 13.9 13.5 133 78.9 0.544 12.8 14.5 X17 17.0 2 170 203 57 9.9 5.6 64
Transcribed Image Text:TABLE B-4 PROPERTIES OF CHANNEL SECTIONS: SI UNITS Axis X-X Axis Y-Y Flange Theoretical Web S Depth (mm) (mm) 1 = VIJA (mm) = VITJA (mm) Area Width :Thickness (mm) mass thíckness I I. Designation (kg/m) (mm) (mm) (10° mm) (10° mm) (10° mm) (10° mm) (mm) C380 X74 9 480 7 570 74.4 381 94 16.5 18.2 168 881 133 4.60 62.4 22.0- 20.3 X60 59.4 381 89 16.5 13.2 145 760 138 3.84 55.5 22.5 19.7 X50 50.5 6 430 381 86 16.5 10.2 131 687 143 3.39 51.4 23.0 20.0 5 690 80 12.7 13.0 67.3 442 109 19.3 19.8 C310 X45 44.7 305 2.12 33.6 17.0 x37 37.1 4 720 305 77 12.7 9.8 59.9 393 113 1.85 30.9 17.1 X31 30.8 3 920 305 74 12.7 7.2 53.5 351 117 1.59 28.2 20.1 17.5 76 11.1 17.1 42.8 337 86.9- 1.60 16.8 6.3 5 670 4 750 26.8 24.3 C250 x45 44.5 254 X37 37.3 254 73 11.1 13.4 299 89.3 1.40 17.2 15.7 X30 29.6 3 780 254 69 11.1 9.6 32.7 257 93.0 1.16 21.5 17.5 15.3 X23 22.6 2 880 254 65 11.1 6.1 27.8 219 98.2 0.922 18.8 17.9 15.9 14.8 14.9 16.8 15.1 25.5 16.3 19.3 16.8 C230 X30 29.8 3 800 229 67 10.5 11.4 222 81,9 1.01 63 10.5 7.2 21.3 186 86.6 0.806 16.8 2 840 2 530 X22 22.3 229 X20 19.8 229 61 10.5. 5.9 19.8 173 88.5 0.716 15.6 14.4 14.0 C200 X28 64 9.9 12.4 18.2 180 71.5 0.825 16.6 15.2 27.9 3 560 203 15.5 15.8 X21 20.4 2 600 203 59 9.9 7.7 14.9 147 75.7 0.627 13.9 13.5 133 78.9 0.544 12.8 14.5 X17 17.0 2 170 203 57 9.9 5.6 64
100тm x 5Отm x 10тт C250 х 30 С250 x 45
Transcribed Image Text:100тm x 5Отm x 10тт C250 х 30 С250 x 45
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