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Compute the moment of inertia for the built up section, shown below about the strong axis only. - ½"× 4" Web Flange Distance Area, Depth, Work- able Gage Thickness, Width, Thickness, Shape Kdes Kart in. in. in. % 152 32 in.? in. in. in. in. in. in. in. W18x71 x65 x60 x55 x50 20.9 18.5 182 0.495 2 19.1 18.4 18%0,450 h6 % 17.6 18.2 1840.415 16 4 16.2 18.1 18% 0.390 % 7.64 7%% 0.810 1/16 1.21 1½ 7.59 75% 0.750 4 1.15 1/16 8 7.56 72 0.695 W1e 1.10 1%% 13/16 16 7.53 72 0.630 1.03 1/16 13/16 13/16 14.7 18.0 18 0.355 % 16 7.50 72 0.570 % 0.972 14 W18 × 65 Compact Nom- Section inal Torsional Axis X-X Axis Y-Y Properties Criteria ho Wt. Cw by Ib/ft 24 71 4.71 32.4 1170 65 5.06 35.7 60 5.44 38.7 55 5.98 41.1 50 6.57 45.2 in. in. 127 in. in. 60.3 in. in. in. 3.49 2.73 in. in. 7.50 146 7.49 133 7.47 123 in. 15.8 1.70 24.7 2.05 17.7 14.4 1.69 22.5 2.03 17.7. 13.3 1.68 20.6 11.9 1.67 18.5 2.00 17.5 10.7 1.65 16.6 in. in. 4700 1070 117 54.8 4240 984 108 50.1 2.02 17.5 2.17 3850 98.3 7.41 112 88.9 7.38 101 890 44.9 1.66 3430 800 40.1 1.98 17.4 1.24 3040 星 皇

Compute the moment of inertia for the built up section, shown below about the strong axis only. - ½"× 4" Web Flange Distance Area, Depth, Work- able Gage Thickness, Width, Thickness, Shape Kdes Kart in. in. in. % 152 32 in.? in. in. in. in. in. in. in. W18x71 x65 x60 x55 x50 20.9 18.5 182 0.495 2 19.1 18.4 18%0,450 h6 % 17.6 18.2 1840.415 16 4 16.2 18.1 18% 0.390 % 7.64 7%% 0.810 1/16 1.21 1½ 7.59 75% 0.750 4 1.15 1/16 8 7.56 72 0.695 W1e 1.10 1%% 13/16 16 7.53 72 0.630 1.03 1/16 13/16 13/16 14.7 18.0 18 0.355 % 16 7.50 72 0.570 % 0.972 14 W18 × 65 Compact Nom- Section inal Torsional Axis X-X Axis Y-Y Properties Criteria ho Wt. Cw by Ib/ft 24 71 4.71 32.4 1170 65 5.06 35.7 60 5.44 38.7 55 5.98 41.1 50 6.57 45.2 in. in. 127 in. in. 60.3 in. in. in. 3.49 2.73 in. in. 7.50 146 7.49 133 7.47 123 in. 15.8 1.70 24.7 2.05 17.7 14.4 1.69 22.5 2.03 17.7. 13.3 1.68 20.6 11.9 1.67 18.5 2.00 17.5 10.7 1.65 16.6 in. in. 4700 1070 117 54.8 4240 984 108 50.1 2.02 17.5 2.17 3850 98.3 7.41 112 88.9 7.38 101 890 44.9 1.66 3430 800 40.1 1.98 17.4 1.24 3040 星 皇

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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Compute the moment of inertia for the built up section, shown below about the strong axis only. - ½"× 4" Web Flange Distance Area, Depth, Work- able Gage Thickness, Width, Thickness, Shape Kdes Kart in. in. in. % 152 32 in.? in. in. in. in. in. in. in. W18x71 x65 x60 x55 x50 20.9 18.5 182 0.495 2 19.1 18.4 18%0,450 h6 % 17.6 18.2 1840.415 16 4 16.2 18.1 18% 0.390 % 7.64 7%% 0.810 1/16 1.21 1½ 7.59 75% 0.750 4 1.15 1/16 8 7.56 72 0.695 W1e 1.10 1%% 13/16 16 7.53 72 0.630 1.03 1/16 13/16 13/16 14.7 18.0 18 0.355 % 16 7.50 72 0.570 % 0.972 14 W18 × 65 Compact Nom- Section inal Torsional Axis X-X Axis Y-Y Properties Criteria ho Wt. Cw by Ib/ft 24 71 4.71 32.4 1170 65 5.06 35.7 60 5.44 38.7 55 5.98 41.1 50 6.57 45.2 in. in. 127 in. in. 60.3 in. in. in. 3.49 2.73 in. in. 7.50 146 7.49 133 7.47 123 in. 15.8 1.70 24.7 2.05 17.7 14.4 1.69 22.5 2.03 17.7. 13.3 1.68 20.6 11.9 1.67 18.5 2.00 17.5 10.7 1.65 16.6 in. in. 4700 1070 117 54.8 4240 984 108 50.1 2.02 17.5 2.17 3850 98.3 7.41 112 88.9 7.38 101 890 44.9 1.66 3430 800 40.1 1.98 17.4 1.24 3040 星 皇
Transcribed Image Text:Compute the moment of inertia for the built up section, shown below about the strong axis only. - ½"× 4" Web Flange Distance Area, Depth, Work- able Gage Thickness, Width, Thickness, Shape Kdes Kart in. in. in. % 152 32 in.? in. in. in. in. in. in. in. W18x71 x65 x60 x55 x50 20.9 18.5 182 0.495 2 19.1 18.4 18%0,450 h6 % 17.6 18.2 1840.415 16 4 16.2 18.1 18% 0.390 % 7.64 7%% 0.810 1/16 1.21 1½ 7.59 75% 0.750 4 1.15 1/16 8 7.56 72 0.695 W1e 1.10 1%% 13/16 16 7.53 72 0.630 1.03 1/16 13/16 13/16 14.7 18.0 18 0.355 % 16 7.50 72 0.570 % 0.972 14 W18 × 65 Compact Nom- Section inal Torsional Axis X-X Axis Y-Y Properties Criteria ho Wt. Cw by Ib/ft 24 71 4.71 32.4 1170 65 5.06 35.7 60 5.44 38.7 55 5.98 41.1 50 6.57 45.2 in. in. 127 in. in. 60.3 in. in. in. 3.49 2.73 in. in. 7.50 146 7.49 133 7.47 123 in. 15.8 1.70 24.7 2.05 17.7 14.4 1.69 22.5 2.03 17.7. 13.3 1.68 20.6 11.9 1.67 18.5 2.00 17.5 10.7 1.65 16.6 in. in. 4700 1070 117 54.8 4240 984 108 50.1 2.02 17.5 2.17 3850 98.3 7.41 112 88.9 7.38 101 890 44.9 1.66 3430 800 40.1 1.98 17.4 1.24 3040 星 皇
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