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daulets the alculat the Moment of Events Ex and ly 4 * C10X153 с AMERICAN STANDARD CHANNELS Theoretical Dimensions and Properties for Designing Flange Axis X-X Area Depth Average Weight of of Thick- Web per Sec Sec Width sess Thick- Foot in tion ness A Section Number C15 C12 C10 x C9 x CB x C7 = 30.0 25.0 20.7 d 30.0 25.0 20.0 15.3 4 in Th 50.0 14.7 15.00 3.716 0 650 0.715 404 40.0 11.8 15.00 3.520 0.650 0.520 345 33.9 9.96 15.00 3.400 0.650 0.400 315 L in 8.82 12.00 3.170 0.501 7.35 12.00 3.047 0 501 6.09 12.00 2.942 0501 4 5. 0.510 162 0.387 144 0.282 129 15.0 4.41 9.00 2485 0.413 0.285 13.4 3.34 9.00 2.433 0413 0.233 V 18.75 5.51 8.00 2.527 0 390 0.487 44.0 13.75 4.34 8.00 2.343 0.390 0.303 36.1 11.5 3.38 8.00 2260 0.390 0.220 32.6 12.25 3.60 7.00 2.194 0.366 0.314 24.2 9.8 2.87 7.00 2.090 0.366 0.210 213 Axis Y-Y 5, 27.0 4.29 5.14 2.06 24.1 4.43 4.47 1.88 21.5 4.61 3.88 1.73 V 11.0 2.82 1.38 9.03 2.99 1.53 8.14 3.11 1.32 . in." M.' in IR. 53.8 5.24 11.0 3.78 0.867 0.793 0.541 46.5 5.44 9.23 3.36 0.886 0.778 1.03 42.0 5.62 8.13 311 0.904 6.787 1.10 8.82 10.00 3.033 0.436 0.673 103 20.7 3.42 3.34 1.05 0.669 0.649 0.705 7.35 10.00 2 886 0.436 0.526 91.2 18.2 3.52 3.57 3.36 3.36 1.48 0.676 0.617 0.757 5.88 10.00 2.739 0436 0.379 78.9 15.8 3.56 2.81 1.32 0.591 0.606 0.826 4.49 10 00 2.600 0436 0.240 67.4 13.5 3.87 2.28 1.16 0.713 0634 0.916 Shear Cester Loca tion E₁ 51.0 11.3 3.40 1.93 1.01 0.561 0.586 0.824 47.9 10.6 3.48 1.76 0.962 0.668 0.601 0.859 0.763 0674 0.873 0.780 0.674 0.540 0.799 0.698 1.01 1.01 6.599 0.565 0.674 0.853 0.615 0.553 0.756 0.781 0625 0.571 0.807 6.93 260 1.17 0.702 0571 0.525 0.695 6.08 2.72 0.968 0.625 0581 0.541 0.752

daulets the alculat the Moment of Events Ex and ly 4 * C10X153 с AMERICAN STANDARD CHANNELS Theoretical Dimensions and Properties for Designing Flange Axis X-X Area Depth Average Weight of of Thick- Web per Sec Sec Width sess Thick- Foot in tion ness A Section Number C15 C12 C10 x C9 x CB x C7 = 30.0 25.0 20.7 d 30.0 25.0 20.0 15.3 4 in Th 50.0 14.7 15.00 3.716 0 650 0.715 404 40.0 11.8 15.00 3.520 0.650 0.520 345 33.9 9.96 15.00 3.400 0.650 0.400 315 L in 8.82 12.00 3.170 0.501 7.35 12.00 3.047 0 501 6.09 12.00 2.942 0501 4 5. 0.510 162 0.387 144 0.282 129 15.0 4.41 9.00 2485 0.413 0.285 13.4 3.34 9.00 2.433 0413 0.233 V 18.75 5.51 8.00 2.527 0 390 0.487 44.0 13.75 4.34 8.00 2.343 0.390 0.303 36.1 11.5 3.38 8.00 2260 0.390 0.220 32.6 12.25 3.60 7.00 2.194 0.366 0.314 24.2 9.8 2.87 7.00 2.090 0.366 0.210 213 Axis Y-Y 5, 27.0 4.29 5.14 2.06 24.1 4.43 4.47 1.88 21.5 4.61 3.88 1.73 V 11.0 2.82 1.38 9.03 2.99 1.53 8.14 3.11 1.32 . in." M.' in IR. 53.8 5.24 11.0 3.78 0.867 0.793 0.541 46.5 5.44 9.23 3.36 0.886 0.778 1.03 42.0 5.62 8.13 311 0.904 6.787 1.10 8.82 10.00 3.033 0.436 0.673 103 20.7 3.42 3.34 1.05 0.669 0.649 0.705 7.35 10.00 2 886 0.436 0.526 91.2 18.2 3.52 3.57 3.36 3.36 1.48 0.676 0.617 0.757 5.88 10.00 2.739 0436 0.379 78.9 15.8 3.56 2.81 1.32 0.591 0.606 0.826 4.49 10 00 2.600 0436 0.240 67.4 13.5 3.87 2.28 1.16 0.713 0634 0.916 Shear Cester Loca tion E₁ 51.0 11.3 3.40 1.93 1.01 0.561 0.586 0.824 47.9 10.6 3.48 1.76 0.962 0.668 0.601 0.859 0.763 0674 0.873 0.780 0.674 0.540 0.799 0.698 1.01 1.01 6.599 0.565 0.674 0.853 0.615 0.553 0.756 0.781 0625 0.571 0.807 6.93 260 1.17 0.702 0571 0.525 0.695 6.08 2.72 0.968 0.625 0581 0.541 0.752

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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Calculate the Moment of Inertia t Ex and Ly •8x11.5 C10X153 AMERICAN STANDARD CHANNELS Theoretical Dimensions and Properties for Designing Flange Axis X-X Average Thick- Web Width sess Thick- Section Number C15 x C10 x C12x 30.0 25.0 20.7 C9 x CB x Area Depth Weight of of Sec-Width per Sec Foet tion tion C7 x b, 4 in in A d in ² in. in. in. in." 50.0 14.7 15.00 3.716 0.650 0.715 404 40.0 11.8 15.00 3.520 0.650 0.520 349 33.9 9.96 15.00 3.400 0.650 0.400 315 ness 1 30.0 25.0 20.0 15.3 8.82 12.00 3.170 0.501 0.510 162 7.35 12.00 3.047 0.501 0.387 144 6.09 12.00 2.942 0.501 0.282 129 5, 1 18.75 5.51 8.00 2.527 0.390 0.487 44.0 13.75 4.04 8.00 2.343 0.390 0.303 36.1 11.5 3.38 8.00 2.260 0.390 0.220 32.6 V 12.25 3.60 7.00 2.194 0.366 0.314 24.2 9.8 2.87 7.00 2.090 0.366 0.210 213 Axis Y-Y 15.0 4.41 9.00 2.485 0.413 0.285 51.0 11.3 3.40 1.93 13.4 3.94 9.00 2.433 0413 0.233 47.9 10.6 3.48 1.76 5, in." in." 53.8 5.24 11.0 3.78 46.5 5.44 9.23 3.36 42.0 5.62 8.13 3.11 8.82 10.00 3.033 0.436 0.673 103 20.7 3.42 3.94 1.65 7.35 10.00 2.886 0.436 0.525 91.2 18.2 3.52 3.36 1.48 5.88 10.00 2.739 0.436 0.379 78.9 15.8 3.56 2.81 1.32 4.49 10 00 2.600 0.436 0.240 67.4 13.5 3.87 2.28 1.16 27.0 4.29 5.14 2.06 24.1 4.43 4.47 1.88 21.5 4.61 3.88 1.73 V 3 Shear Center Loca- tion E₁ in in. in. 0.867 0.799 0.941 0.886 0.778 1.03 0.904 0.787 1.10 0.763 0674 0.873 0.780 0.674 0.940 0.799 6.698 1.01 0.669 0.649 0.705 0.676 0.617 0.757 0.691 0.606 0.826 0.713 0.634 0.916 1.01 0.561 0.586 0.824 0.962 0.668 0.601 0.859 11.0 2.82 1.98 1.01 0.599 0.565 0.674 9.03 2.99 1.53 0.853 6.515 0.553 0.756 8.14 3.11 1.32 0.781 0.625 0.571 0.807 6.93 2.60 1.17 0.702 0.571 0.525 0.695 6.08 2.72 0.968 0.625 0.581 0.541 0.752
Transcribed Image Text:Calculate the Moment of Inertia t Ex and Ly •8x11.5 C10X153 AMERICAN STANDARD CHANNELS Theoretical Dimensions and Properties for Designing Flange Axis X-X Average Thick- Web Width sess Thick- Section Number C15 x C10 x C12x 30.0 25.0 20.7 C9 x CB x Area Depth Weight of of Sec-Width per Sec Foet tion tion C7 x b, 4 in in A d in ² in. in. in. in." 50.0 14.7 15.00 3.716 0.650 0.715 404 40.0 11.8 15.00 3.520 0.650 0.520 349 33.9 9.96 15.00 3.400 0.650 0.400 315 ness 1 30.0 25.0 20.0 15.3 8.82 12.00 3.170 0.501 0.510 162 7.35 12.00 3.047 0.501 0.387 144 6.09 12.00 2.942 0.501 0.282 129 5, 1 18.75 5.51 8.00 2.527 0.390 0.487 44.0 13.75 4.04 8.00 2.343 0.390 0.303 36.1 11.5 3.38 8.00 2.260 0.390 0.220 32.6 V 12.25 3.60 7.00 2.194 0.366 0.314 24.2 9.8 2.87 7.00 2.090 0.366 0.210 213 Axis Y-Y 15.0 4.41 9.00 2.485 0.413 0.285 51.0 11.3 3.40 1.93 13.4 3.94 9.00 2.433 0413 0.233 47.9 10.6 3.48 1.76 5, in." in." 53.8 5.24 11.0 3.78 46.5 5.44 9.23 3.36 42.0 5.62 8.13 3.11 8.82 10.00 3.033 0.436 0.673 103 20.7 3.42 3.94 1.65 7.35 10.00 2.886 0.436 0.525 91.2 18.2 3.52 3.36 1.48 5.88 10.00 2.739 0.436 0.379 78.9 15.8 3.56 2.81 1.32 4.49 10 00 2.600 0.436 0.240 67.4 13.5 3.87 2.28 1.16 27.0 4.29 5.14 2.06 24.1 4.43 4.47 1.88 21.5 4.61 3.88 1.73 V 3 Shear Center Loca- tion E₁ in in. in. 0.867 0.799 0.941 0.886 0.778 1.03 0.904 0.787 1.10 0.763 0674 0.873 0.780 0.674 0.940 0.799 6.698 1.01 0.669 0.649 0.705 0.676 0.617 0.757 0.691 0.606 0.826 0.713 0.634 0.916 1.01 0.561 0.586 0.824 0.962 0.668 0.601 0.859 11.0 2.82 1.98 1.01 0.599 0.565 0.674 9.03 2.99 1.53 0.853 6.515 0.553 0.756 8.14 3.11 1.32 0.781 0.625 0.571 0.807 6.93 2.60 1.17 0.702 0.571 0.525 0.695 6.08 2.72 0.968 0.625 0.581 0.541 0.752
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